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Home My WebLink About20120306_Minor Site PlanRE V I S I O N S : DA T E : DE S I G N E D B Y : DR A W N B Y : CH E C K E D B Y : Q. C . B Y : SH E E T # : SC A L E : PR O J E C T # : SO U T H S I D E E A S T MU L T I F A M I L Y D E V E L O P M E N T DU R H A M , N O R T H C A R O L I N A MA R C H 2 , 2 0 1 2 10 1 0 0 9 7 LI C E N S E # C - 0 1 3 9 6 95 South Tenth StreetPittsburgh, Pennsylvania 15203tel 412. 488. 8822 fax 412. 488.8825 FOR I N F O R M A T I O N A L PU R P O S E S O N L Y CO V E R S H E E T MW B MW B RJ K KW V N. T . S . 1- 1 . 0 SHEET INDEX: 1-1.0 Cover Sheet 1-2.0 Existing Conditions 1-3.0 Site Plan 1-5.2 Site Details REGIONAL VICINITY MAP VICINITY MAP SOUTHSIDE EAST MINOR SITEPLAN SUBMITTAL DURHAM, NORTH CAROLINA Master Plan Information & Calculations SITE PLAN APPROVAL: SPECIAL CONDITIONS OF APPROVAL: PUBLIC WORKS CONDITIONS OF APPROVAL: 1.All sizes, materials, slopes, geometry, locations, evaluations, extensions and depths for all existing and proposed streets and utilities (waterlines, sanitary sewer lines and storm drainage conveyance systems) shall be designed to the specifications set forth in the design criteria and standards of the Public Works Department and be subject to review and approval by the Public Works Department at construction drawing submittal. 2.The designing professional (a NCPE, NCPLS or NCRLA - as required) will submit 3 sets of construction drawings to City Engineering for review and approval before starting construction (see Construction Plan Approval Process). NOTE: The approval of construction drawings is seperate from site plan approval. 3.As-built drawings shall be approved prior to water meter and sanitary sewer service connection installations and prior issuance of a certificate of occupancy. 4.Extension Agreement required (submit after site plan approved but before construction plans). Contact Engineering Division (560-4326, FAX 560-4316) with complete name (Individual, Inc., Corp., etc) and telephone number of entity extending services to the site. 5.If a hydrant is proposed a fire flow analysis is required. Waterline size may change with fire flow analysis. Contact City Engineering @ 560-4326 to schedule flow test or to obtain current system data. 6.Water and sewer permits are required for this project. 7.Backflow preventer permit required for project. Backlfow preventer installer must contact Durham Cross-Connection Control, Department of Water Management at (919) 560-4194 to obtain permit and installation requirements prior to initiating work. 8.An NCDOT or City of Durham Driveway Permit is required. 9.Final design calculations for the stormwater BMP facility will require the use of storage indication routing methodology such as TR-20 or HEC-1 models. For the BMP facility, provide stage-storage relationship and inflow and outflow hydrographs. Provide all tabulated data including calculations showing the outlet under orifice control, barrel control and weir control, as appropriate, to show how the routing was developed. 10.A completed City of Durham Design Summary is required for each stormwater BMP facility no later than at the first construction drawing submittal. 11.Stormwater BMP facility design calculations will not be reviewed or approved with the Site Plan/Preliminary Plat submittal. All stormwater BMP facility designs will be reviewed and approved during the construction drawing submittal process. 12.At a minimum, the stormwater design details for this project shall be governed by the minimum standards of the most recent edition of the City of Durham (City) Reference Guide for Development (RGD) and any Letters to Industry (posted on the City's website) or supplemental notifications of RGD updates (also posted on the City's website) that are in effect the date Construction Drawings are first received for review by the City. Non-compliance with any of these minimum standards shall render the approval of such items null and void. It will be the responsibility of the owner to correct any deficiencies noted during the life of this project to the satisfaction of the City of Durham. 13.Stormwater control measure(s) (SCM[s]) permit fee(s), the executed Stormwater Facility Agreement and Covenants (prepared by the City of Durham Stormwater Services Section) and either a payment into the Stormwater Replacement Fund or the provision of an Alternate Security are required for all SCM(s) associated with this development. Construction of the development is not allowed to commence until these items are provided in accordance with the terms and conditions outlined in the Stormwater Facility Agreement and Covenants. The designer shall submit a certified construction cost estimate for every stormwater SCM proposed in the development at the first submittal of the construction drawings. 14.An as-built certification for the stormwater control measure(s) (SCM[s]), provided by the design engineer, is required. The as-built shall be submitted in accordance with the City of Durham BMP Certifying Engineer (BCE) Program, refer to Section 8.6, BMP Certifying Engineer Program for Stormwater BMPs in the City of Durham, of the Reference Guide for Development, approved by the Stormwater Services Section (S3), and the SCM(s) shall be inspected and approved by the S3 prior to issuance of any certificates of occupancy or certificates of compliance for the project. 15.To receive site plan/preliminary plat approval for Developments other than Single Family Detached Residential Developments that are making use of nutrient banks, the approval of the site plan/preliminary plat is contingent upon the purchase of nutrient credits from an approved Nutrient Bank. If a revised site plan/preliminary plat is submitted for this development, the revised site plan/preliminary plat will be subject to any ordinances in place at the time of the revised site plan/preliminary plat submission. Prior to the approval of the site plan/preliminary plat, a letter showing the purchase of the nutrient credits for this development and a copy of the Nutrient Bank ledger, showing the total nutrient credits available minus any and all deductions, is to be provided to the City of Durham Stormwater Services Section. GENERAL CONDITIONS OF APPROVAL: 1.All landscaping must be in place prior to request for a Certification of Compliance. Contact Durham City County Planning Department Site Inspection staff for inspection. 2.Each landscaping compliance inspection after initial inspection will incur a re-inspection fee, starting at $100 + 4% technology surcharge. Each subsequent re-inspection will increase by $100 + 4% (example 1st - $104, 2nd - $208, 3rd - $312, etc). Payment must be received by the Durham City County Planning Department prior to re-inspection. 3.Street trees meeting the requirements of Section 9.6.4 of the UDO shall be planted before a Certificate of Compliance is issued, unless the planting has been postponed in accordance with the requirements of Sec. 9.11.2, Extensions for All Other Development. 4.Tree protection fencing must be in place prior to any demolition, land disturbance, or issuance of a grading permit and shall include warning signs posted in both English and Spanish, as follows: "No Trespassing/Tree Protection Area/Prohibido Entrar / Zona Protectora Para los Arboles." 5.Root Protection Zone (UDO Sec. 8.3.2): Equals one foot of radius for every inch of diameter of existing trees, or six foot radius, whichever is greater. No disturbance allowed within this area. Area must be protected with both tree protection fencing and warning signs. 6.At the start of grading involving the lowering of existing grades around a tree or stripping of topsoil, a clean, sharp, vertical cut shall be made at the edge of the tree save area prior to or at the same time as silt fence and other erosion control measures are installed. The tree protection fencing shall be installed on the side of the cut farthest away from the tree trunk and shall remain in place until all construction in the vicinity of the trees is complete. No storage of materials, fill, or equipment and no trespassing shall be allowed within the boundary of the protected area. 7.UDO Site Lighting Note (UDO Sec. 7.4): Measures shall be provided to prevent light spillover onto adjacent properties and glare toward motor vehicle RSHUDWRUVDQGVKDOOEHLQGLFDWHGRQWKHVLWHSODQ([WHULRUOLJKWVVKDOOEHVKLHOGHGVRWKDWWKH\GRQRWFDVWGLUHFWOLJKWEH\RQGWKHSURSHUW\OLQH,Q accordance with these standards: a. The maximum illumination at the edge of the property line adjacent to residential zoning is 0.5 foot candles. b. The maximum illumination at the edge of the property line adjacent to nonresidential zoning is 5.0 foot candles. c. The maximum illumination at the edge of the property line adjacent to a street is 5.0 foot candles. d. The level of illumination as measured in foot candles at any one point shall meet the standards in the table in UDO Section 7.4.3A with minimum and maximum levels measured on the pavement within the lighted area. e. The maximum height for directional or full cut-off lighting fixtures (fixtures designed to insure that no light is emitted above a horizontal line parallel to the ground) shall be 30 feet above grade (measured to the top of the fixture). f. The maximum height for non-directional lighting fixtures, which are defined as fixtures designed to allow light to be emitted above a horizontal line parallel to the ground, shall be 15 feet above grade (measured to the top of the fixture). g. These standards must be verified by field survey (by use of photometric survey) prior to the Certificate of Compliance being issued. All of this information, including details, will be required on building plans prior to issuance of building permit. 8.Be advised that the provisions of Appendix II of the Federal Fair Housing Regulations (Accessibility Guidelines -24 CFR, Ch. 1, Subch. A, App II) effective March 6, 1991 are required on this project. It is the responsibility of the owner/developer/builder to comply with these regulations. Also be aware that these requirements are beyond the scope of Chapter 11 (Handicap Accessibility) of the NC State Building Code and ANSI-A.117.1 and as such the burden of compliance is borne by the owner/developer/builder. 9.The location of the sidewalks shown on this plan is schematic. A City of Durham and/or NCDOT encroachment permit is required prior to any construction. After obtaining the required permits, please contact the City of Durham Engineering Construction Inspection office at 560-4326 for a pre-construction conference and field visit prior to any work on the proposed sidewalk. 10.A City of Durham Driveway Permit is required prior to any driveway construction on public right-of-way. Submit plans for Driveway Permit approval to City Engineering Development Review. After obtaining the permit, please call City of Durham Engineering Inspection office at 560-4326 prior to start of construction. 11.Tree Protection Fencing and Installation Certification is required prior to the issuance of a Land-Disturbing Permit. 12.A Utility Mainline Construction permit is required prior to installation of each utility. All utilities shall submit plan drawings and applications to the City Engineering Division. 13.Abandonment of water services shall include excavating down to corporation, turning it off and cutting service free fro coproration. The meter, if present, shall be returned to City of Durham. 14.Abandonment of sanitary sewer service lines shall consist of excavating down to the service connection to the main line, cutting this connection and installing a watertight plug in the main. All clean-out risers on the service line shall be removed. The service line can be abandoned in place. 15.Water, sanitary sewer and storm sewer separation notes: Horizontal and Vertical Separation A.Sanitary Sewers shall be laid at least 10-feet horizontally from any existing or proposed water main. The distance shall be measured edge to edge. In cases where it is not practical to maintain a 10-foot separation, the City of Durham may allow deviation on a case-by-case basis, if supported by data from the design engineer. Such deviation on may allow the installation of the sanitary sewer closer to a water main, provided that the water main is in a separate trench or on a undisturbed earth shelf located on one side of the sanitary sewer and at an elevation so the bottom of the water main is at least 18-inches above the top of the sewer. B.If it is impossible to obtain proper horizontal and vertical separation as described above or anytime the sanitary sewer is over the water main, both the water main and sanitary sewer must be constructed of ferrous pipe complying with the public water supply design standards and be pressure tested to 150-psi to assure water tightness before backfilling. C.A 24-inch vertical separation shall be provided between storm sewer and sanitary sewer lines or ferrous pipe specified. A 12-inch vertical separation shall be provided between storm sewer and water mains. 1. If a 12-inch vertical separation is not maintained at a crossing between storm sewer and water mains (or pressure sewers). The water main shall be constructed of ferrous pipe and a concrete collar shall be poured around water mains and storm sewer to immobilize the crossing. Crossings A.Sanitary Sewer crossing water mains shall be laid to provide a minimum vertical distance of 18-inches between the outside of the water main and the outside of the sanitary sewer. The crossing shall be arranged so that the sanitary sewer joints will be equidistant and as far as possible from the water main joints. B.When it is impossible to obtain proper horizontal and vertical separation as stipulated above, one of the following methods must be specified. 1. The sanitary sewer shall be designed and constructed of ferrous pipe and shall be pressured tested at 150-psi to assure water tightness prior to backfilling, or 2. Either the water main or the sanitary sewer line may be encased in watertight carrier pipe, which extends 10-feet on both sides of the crossing, measured perpendicular to the water main. The carrier pipe shall be of materials approved by the City of Durham for use in water main construction. 16.By referencing roadway improvements on the plan, the applicant agrees to construct said improvements prior to the issuance of any certificate of occupancy in a manner that will allow them to function as noted on the plan and in accordance with NCDOT and City of Durham standards and policies. This includes (where appropriate) but is not limited to: adequate transition tapers, alignment of lanes through intersections, associated signal modifications, pavement markings, associated signage, curb and gutter, coordination with other proposed roadway improvements and bike lanes. The applicant also accepts the financial responsibility for acquisition of any additional right-of-way necessary to accommodate these improvements and any required sidewalk construction. 1-4.1 Site Plan1-4.2 Site Details1-5.1 1-6.0 Overall Grading Plan SITE DATA: 1 Applicant: McCormack Baron Salazar 720 Olive Street - Suite 2500 St. Louis, Missouri 63101 Phone: 314-621-3400 2 Property Identification Numbers: 84 properties (see Existing Conditions Plan (Sheet I-2.0)) 3 Phase 1 = Downtown Tier / DD-S2 Future Phases = DD-S2 & PDR-5 4 Cape Fear River Basin 5 Total Area (acreage) = 19.33 acres Area of Phase 1 = 7.66 acres 6 Setbacks and build-to lines shown on the site plan 7 Existing Impervious Surface: 3.70 acres (Total including future phases) 8 Total Impervious Surface for New Development: 5.03 acres (Phase I) 9 Label Open Space: Not Required in DD-S2 10 Percentage of Open Space: Not Required in DD-S2 11 Payment in Lieu of Open Space: Recreation impact fees are applicable 12 Existing Parking Spaces: None 13 *Proposed Parking Spaces:Block D = 57 Block E = 59 Block F = 16 Total Provided = 132 14 *Proposed Handicap Parking Spaces: Block D = 7 Block E = 4 Block F = 4 Total Provided = 15 15 Total Park & Ride Spaces: Not Applicable 16 Total Stacking Spaces: Because gates are utilized in the design of driveways, the minimum stacking of at least one space is required. 17 Area of Floodway Fringe: Not Applicable 18 Area of Floodway: Not Applicable 19 Area of Proposed Fill in the Floodway Fringe: Not Applicable 20 *Proposed Height %XLOGLQJ ´ RI%XLOGLQJV%XLOGLQJ ´ %XLOGLQJ ´ %XLOGLQJ ´ %XLOGLQJ ´ %XLOGLQJ ´ %XLOGLQJ ´ %XLOGLQJ ò´ %XLOGLQJ ´ %XLOGLQJ ò %XLOGLQJ ò´ %XLOGLQJ ò´ 21 Gross Floor Area: See Chart on Sheet 1-3.0. 22 Proposed Residential Density Calculation: Not Applicable in DD-S2 23 Tree Coverage Calculations: Not Applicable in DD-S2 24 *Total Proposed Residential Units: 132 Units * See Sheet 1-3.0 for additional information. PHASE 1 CHAPTER 1 - SITE 1-7.1 Grading & Drainage Plan 1-7.2 Grading & Drainage Plan 1-8.1 Utility Plan Utility Plan 1-8.2 Landscape Plan1-9.1 1-9.2 Landscape Plan 1-10.1 Omitted 1-11.1 Omitted 1-12.1 Site Sections CHAPTER 2 - ARCHITECTURAL 1-13.2 Omitted Site Sections 1-12.2 Site Sections1-12.3 Lighting Fixture Schedule and Details1-13.1 2-2.1b 2-2.1c 2-2.1d 2-2.2b 2-2.4b-1 2-2.4b 2-2.2c 2-2.3b 2-2.3c 2-2.4c 2-2.5b 2-2.5b-1 CHAPTER 3 - APPENDIX Omitted3-1.0 Omitted3-2.0 Plans & Elevations - 3T, Bldg 8 Fenestration Calculations - 3T Plans & Elevations - 3T, Bldg 10 Plans & Elevations - 4T, Bldg 7 Fenestration Calculations - 4T Plans & Elevations - 4G, Bldg 12 Fenestration Calculations - 4G Plans & Elevations - 9G, Bldg 11 Elevations - 9G, Bldg 11 Fenestration Calculations - 9G Plans & Elevations - 9GM, Bldg 9 1-13.3 Site Lighting Layout 1-13.4 Omitted 1-13.5 Omitted 2-2.5c Elevations - 9GM, Bldg 9 Fenestration Calculations - 9GM 1-7.3 Grading & Drainage Plan Utility Demolition Plan3-3.0 Site Demolition Plan3-4.0 1-13.6 Omitted 2-1.0 Omitted 1.50 feet wide City of Durham Public Street Easement, located approximately half way between South Roxboro Street and Memphis Street perpendicular to East Lakewood Avenue, shall be subject to the terms stated in the declaration in Real Estate Book 2350, page 938. No structures, fills, embankments or obstructions permitted within the Easement except according to those terms. A copy of the easement must be provided to the Planning Department prior to building permit. CONDITIONS PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY: 1.An as-built survey will be required to be submitted to the Building Inspector prior to Certificate of Occupancy, prepared by the architect of record, certifying that the site conditions as constructed meet the requirements for handicap accessibility in terms of sidewalk widths, sidewalk slopes, and curb cut dimensions and slopes. 2.Construct a bus shelter along Lakewood Avenue as illustrated on sheet I-4.1. 3.Prior to the issuance of a certificate of occupancy, an approved and executed Duke Energy Street Light Service Agreement must be provided to the City of Durham. For additional details concerning lighting requirements and design process, contact the City Department of Transportation (Terry Thompson at 919-560-4366). 1-3.1 Streetscape Amenities 1-5.3 Streetscape Details and Accessibility 1-5.4 Wall Location Details 1-9.3 Landscape Details and Plant List 1-9.4 Landscape Notes 1-9.5 Omitted Site Sections1-12.4 1-12.5 Site Sections 3D Sketches1-12.6 Illustrative Site Plan1-12.7 1-12.8 Context Photographs 1-13.7 Public Street Lighting Plan 2-2.5d Plans & Elevations - 9GM, Bldg 6 2-2.5d-1 Elevations - 9GM, Bldg 6 DEVELOPER McCormack Baron Salazar 1415 Olive Street Suite 319 St. Louis, MO 63103 314.335.2880 Contact: Randy Rhodes CIVIL ENGINEER LandDesign, Inc. 223 North Graham St. Charlotte, NC 28202 704.333.0325 Contact: Kevin Vogel, PE LANDSCAPE ARCHITECT LaQuatra Bonci Associates 95 South Tenth Street Pittsburgh, PA 15204 412.965.7302 Contact: Joe Hackett SURVEYOR S.D. Puckett & Associates, Inc. 5314 Hwy. 55 Suite 104 Durham, NC 27713 919.544.7717 Contact: Dave Zane Variation Request #1 An alternative to the street yard requirements for the forecourt frontage types (Section 6.12.2D.4.b.1) as shown for Buildings 1, 2, 3, 4, 5, 9, and 11, pursuant to 6.12.3B.4, Variations. Recommended by DDRT on February 9, 2012 Approved by Development Review Board on Variation Request #2 A reduction of the percentage of the building podium abutting the back of the street yard (Section 6.12.2D.4.b.2) as shown for Buildings 6 and 7, pursuant to 6.12.3B.4, Variations. Recommended by DDRT on February 9, 2012 Approved by Development Review Board on Variation Request #3 An alternative street wall height for the forecourt frontage types (6.12.2D.4.b.3) to allow up to a terraced retaining wall with four foot high segments along the west side of Building 1 and to allow a wall as low as eight inches along the east side of Building 5, pursuant to 6.12.3B.4, Variations. Recommended by DDRT on February 9, 2012 Approved by Development Review Board on Variation Request #4 An alternative to the primary building entrances orientation requirement (Section 6.12.3E.1.a) to allow for entrances for Building 6 to face the pedestrian mall, pursuant to 6.12.3B.4, Variations. Recommended by DDRT on February 9, 2012 Approved by Development Review Board on Variation Request #5 A reduction of the separation between residential entrances and the street requirements (6.12.3E.2.a) to allow residential, primary entries at less than 30 inches from the street level for Building 1, pursuant to 6.12.3B.4, Variations. Recommended by DDRT on February 9, 2012 Approved by Development Review Board on Variation Request #6 A reduction of the fenestration requirements (Section 6.12.3E.2.a) to allow fenestration levels as presented, pursuant to 6.12.3B.4, Variations. Recommended by DDRT on February 9, 2012 Approved by Development Review Board on Exception An exception to the Pedestrian Mall standards (6.12.3D.3.c) to allow both hardscape and landscape areas, as depicted on the plans. Approved by on DETERMINATIONS: 2-2.6b Elevations - 10G, Bldg 3 & 4 2-2.6d 2-2.7b 2-2.7c 2-2.7d 2-2.8b 2-2.9b 2-2.10b 2-2.11 2-2.11c 2-2.12b 2-2.13b 2-2.14b 2-2.15 2-2.15c 2-2.16 Elevations 10G, Bldg 5 Plans & Site Section - 10G Bldg 3 & 4 Fenestration Calculations - 10G Plans & Site Section - 10G, Bldg 5 Plans - 34G, Bldg 1 Plans & Site Section - 34G, Bldg 1 Elevations - 34G, Bldg 1 Omitted Fenestration Calculations - 34G Plans - 31G, Bldg 2 Plans & Site Section - 31G, Bldg 2 Elevations - 31G, Bldg 2 Omitted Fenestration Calculations - 31G Plans & Elevations - Accessory Structures SURFACE COURSEA ASPHALT PAVEMENT SECTIONB BASE COURSEC SUBGRADED SIDEWALKG PLANTING STRIPF CURB & GUTTER 30" CURB AND GUTTERE SECTIONS KEY: A BC E EGF GF 80' PUBLIC R/W 40.5'39.5' 5'SIDEWALK 11' PLANTINGSTRIP 49' B/B 8' PLANTINGSTRIP 5'SIDEWALK 2.5'22' (2 WESTBOUND LANES)22' (2 EASTBOUND LANES)2.5' R/W R/W ȭ 2 : 1 ( M A X ) 2:1 ( M A X ) 2:1 ( M A X ) 2:1 ( M A X ) D 2' LAKEWOOD AVENUE EXISTING CROSS SECTION 1" = 10' SURFACE COURSEA ASPHALT PAVEMENT SECTIONB BASE COURSEC SUBGRADED SIDEWALKG PLANTING STRIPF CURB & GUTTER 30" CURB AND GUTTERE SECTIONS KEY: A BC E EGF GF 85' PUBLIC R/W 5'SIDEWALK GRASS STRIP (VARIES)VARIES B/B GRASS STRIP (VARIES)5'SIDEWALK 2.5'VARIES (SOUTHBOUND LANES)VARIES (NORTHBOUND LANES)2.5' R/W R/W ȭ 2:1 ( M A X ) 2:1 ( M A X ) 2:1 ( M A X ) 2:1 ( M A X ) D S. ROXBORO AVENUE EXISTING CROSS SECTION 1" = 10' RE V I S I O N S : DA T E : DE S I G N E D B Y : DR A W N B Y : CH E C K E D B Y : Q. C . B Y : SH E E T # : SC A L E : PR O J E C T # : SO U T H S I D E E A S T MU L T I F A M I L Y D E V E L O P M E N T DU R H A M , N O R T H C A R O L I N A MA R C H 2 , 2 0 1 2 10 1 0 0 9 7 LI C E N S E # C - 0 1 3 9 6 95 South Tenth StreetPittsburgh, Pennsylvania 15203tel 412. 488. 8822 fax 412. 488.8825 PB 1 4 0 , P G 1 0 9 - 1 1 0 N. C . G R I D (N A D 8 3 ) EX I S T I N G C O N D I T I O N S MW B MW B RJ K KW V 1" = 8 0 ' 1- 2 . 0 ZONING BOUNDARY (PDR-5.120) ZONING B O U N D A R Y DD-S2 ZONING: DD-S2 ZONING: DD-S2 ZONING: PDR-5.120 ZONING: PDR-5.120 ZONING: PDR-5.120 NOTES: 1.AREA BREAKDOWN - PHASE 1:7.66 AC. - FUTURE PHASES:11.67 AC. - TOTAL:19.33 AC. 2.SITE LAND USE: - EXISTING: SINGLE AND MULTI-FAMILY HOMES - PROPOSED: MULTI-FAMILY DEVELOPMENT 3.ADJACENT LAND USE: - ALL ADJACENT LAND USE IS RESIDENTIAL UNLESS OTHERWISE NOTED. 4.TOPOGRAPHIC SURVEY PERFORMED ON AUGUST 3, 2011 BY STEPHEN D. PUCKETT, RLS LAND USE: CHURCH ZONING: RU-5 LAND USE: CHURCH ZONING: DD-S1 LAND USE: RETAIL ZONING: DD-S2 LAND USE: RETAIL ZONING: DD-S2 LAND USE: CHURCH ZONING: RU-5 LAND USE: RESIDENTIAL ZONING: RU-5 LA N D U S E : R E S I D E N T I A L ZO N I N G : R U - 5 LA N D U S E : R E S I D E N T I A L ZO N I N G : R U - 5 LAND USE: RESIDENTIAL ZONING: RU-5 LAND USE: RESIDENTIAL ZONING: RU-5 LAND USE: RESIDENTIAL ZONING: RU-5 EXISTING IMPERVIOUS CALCULATIONS ON-SITE TOTAL PROPERTY AREA:19.33 AC EX. TRANSPORTATION IMPERVIOUS AREA:2.95 AC EX. NON-TRANSPORTATION IMPERVIOUS AREA:0.75 AC EX. MANAGED PERVIOUS:11.69 AC WOODED PERVIOUS:3.94 AC TOTAL EXISTING IMPERVIOUS AREA:3.70 AC TOTAL EXISTING PERCENT IMPERVIOUS:19.1% OFF-SITE (AREA BETWEEN EX. ROW AND EX. BACK OF CURB) TOTAL PROPERTY AREA:1.39 AC EX. TRANSPORTATION IMPERVIOUS AREA:0.04 AC EX. NON-TRANSPORTATION IMPERVIOUS AREA:0.26 AC EX. MANAGED PERVIOUS:1.09 AC TOTAL EXISTING IMPERVIOUS AREA:0.30 AC TOTAL EXISTING PERCENT IMPERVIOUS:21.6% LA N D U S E : RE S I D E N T I A L ZO N I N G : R S - M LAND USE: RESIDENTIAL ZONING: RU-5 EX . P A V E M E N T EX . P A V E M E N T EX . B U I L D I N G EX . B U I L D I N G EX . B U I L D I N G EX . B U I L D I N G EX . P A V E M E N T EX . P A V E M E N T EX. DUMPSTER ENCLOSURES RE V I S I O N S : DA T E : DE S I G N E D B Y : DR A W N B Y : CH E C K E D B Y : Q. C . B Y : SH E E T # : SC A L E : PR O J E C T # : SO U T H S I D E E A S T MU L T I F A M I L Y D E V E L O P M E N T DU R H A M , N O R T H C A R O L I N A MA R C H 2 , 2 0 1 2 10 1 0 0 9 7 LI C E N S E # C - 0 1 3 9 6 95 South Tenth StreetPittsburgh, Pennsylvania 15203tel 412. 488. 8822 fax 412. 488.8825 FOR I N F O R M A T I O N A L PU R P O S E S O N L Y OV E R A L L G R A D I N G A N D S T O R M D R A I N A G E P L A N MW B MW B RJ K KW V 1" = 6 0 ' 1- 6 . 0 N/F ZURI AND ASSOCIATES, INC. DB 2560, PG 95 PB 144, PG 144 PIN 0821-16-93-6463 PARCEL NO 119328 N/F B&G SUNBELT INVESTMENTS, LLC DB 5070, PG 711 PB 144, PG 144 PIN 0821-16-93-7895 PARCEL NO 119332 LAK E W O O D A V E N U E (EX . 8 0 ' P U B L I C R / W ) (PB 1 4 0 , P G 1 0 9 & 1 1 0 ) SOUTH ROXBORO STREET (EX. 85' PUBLIC R/W) (PB 140, PG 109 & 110) EA S T P I E D M O N T A V E N U E (E X . 5 0 ' P U B L I C R / W ) (P B 1 3 4 , P G 8 9 ) BE A M O N S T R E E T WETPOND SHEET 1-7.1 SHEET 1-7.2 MASS GRADED AREA OF SITE STORM DRAINAGE EASEMENT NOTE OWNERSHIP OF AND RESPONSIBILITY FOR IMPROVEMENT AND MAINTENANCE OF STORM WATER FACILITIES IN EASEMENTS REMAINS WITH THE CURRENT OWNER. IF THE PROPERTY IS WITHIN OR BECOMES A PART OF THE CITY, THE EASEMENT AND ACCESS POINTS TO THE EASEMENT ARE SUBJECT TO THE TERMS AND RESTRICTIONS STATED IN THE "REVISED DECLARATION OF RIGHTS AND PRIVILEGES OF THE CITY OF DURHAM IN STORM WATER MANAGEMENT FACILITY EASEMENTS" RECORDED IN REAL ESTATE BOOK 2298, PAGE 208, WHICH DOCUMENT IS INCORPORATED HEREIN. THIS EASEMENT AND THE REVISED DECLARATION DO NOT CREATE THE OBLIGATION TO PROVIDE PUBLIC MAINTENANCE. NOT BUILDING, STRUCTURES, FILLS, EMBANKMENTS OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS. DENUDED LIMITS (TYP) DENUDED LIMITS (TYP) PHASE LINE (TYP) PROPOSED IMPERVIOUS CALCULATIONS - PHASE 1 ON-SITE TOTAL PROPERTY AREA:19.33 AC PROP. TRANSPORTATION IMPERVIOUS AREA:5.24 AC PROP. NON-TRANSPORTATION IMPERVIOUS AREA:6.37 AC PROP. MANAGED PERVIOUS:7.72 AC TOTAL PROPOSED IMPERVIOUS AREA:11.61 AC TOTAL PROPOSED PERCENT IMPERVIOUS:60.1% PROP. CONTOUR EXIST. CONTOUR 650 650 PROP. CONTOUR PROPERTY LINES / ROW EXIST. SANITARY SEWER PROP. STORM PROP. SPOT GRADE LEGEND STORM DRAINAGE EASEMENT PROP. STORM STRUCTURE DENUDED LIMITS SS C H E S T N U T S T R E E T H I L L S I D E A V E N U E 1 s t F l o o r = 3 6 7 . 8 0 2 n d F l o o r = 3 7 8 . 0 0 F F E = 3 8 4 . 8 0 1 s t F l o o r = 3 5 7 . 8 5 2 n d F l o o r = 3 7 5 . 8 5 FFE = 3 9 0 . 5 0 FFE = 3 9 0 . 5 0 313 C h e s t n u t S t . 315 C h e s t n u t S t . 317 C h e s t n u t S t . FF E = 3 8 7 . 5 5 FF E = 3 8 7 . 5 5 FF E = 3 8 6 . 8 8 26 5 C h e s t n u t S t . 26 7 C h e s t n u t S t . 26 9 C h e s t n u t S t . FF E = 3 8 6 . 8 8 26 3 C h e s t n u t S t . 2 4 3 C h e s t n u t S t . 3 4 0 3 5 0 3 4 0 350360370 3 4 5 365 355 345 3 3 6 . 5 3 3 5 . 5 3 3 7 . 5 3 3 7 . 5 3 3 7 . 5 3 3 5 . 0 3 3 0 . 0 3 3 0 . 0 3 3 5 . 0 335.0 330.0 3 8 4 374 376 378 352 3 8 2 3 7 5 3 7 6 3 7 7 3 7 8 3 7 5 3 7 6 3 7 7 3 7 4 3 5 4 3 8 2 360 3 8 3 3 8 1 3 8 5 357 35 3 354 3 5 3 3 6 5 3 7 0 375 3 8 0 36 5 37 0 3 7 5 3 8 0 3 7 9 3 8 0 3 8 3 3 8 4 3 8 1 38 0 379 377 375 373 +77.7 0 + + + 77.9 0 77.9 0 77.9 0 +77.3 0 +77.45 TC8 5 . 7 2 BC8 5 . 2 2 84.2 4 59.0 5 74.5 5 +78.0 0 +76.2 8 + 77.4 4 84.3 9 83.9 3 83.7 5 83.0 3 84.5 2 FFE = 8 0 . 0 0 TC8 5 . 8 5BC8 5 . 3 5 TC8 6 . 7 5 86.8 6 90.3 0 90.0 2 8 6 . 9 9 89.9 7 90.02 TC8 4 . 9 2 BC8 4 . 4 2 85.8 2 85.2 7 84.7 1 85.95 86.4 6 86.3 6 84.7 9 TC8 5 . 1 7 BC8 4 . 6 7 TC85 . 3 0BC84 . 8 0 85.4 0 86.6 8 87.2 3 87.2 2 86.6 1 87.2 3 87.2 2 86.6 1 86.6 3 86.6 3 8 5 . 9 5 87.1 4 84.2 5 84.0 8 84.1 7 84.0 8 86.4 6 87.1 8 8 7 . 1 0 8 7 . 1 4 8 5 . 4 0 8 4 . 7 9 8 6 . 5 3 8 7 . 1 1 8 7 . 1 5 86.3 8 86.6 3 84.3 1 84.1 384.21 84.29 84.3 1 90.4 5 83.8 3 84.3 5 85.0 1 85.4 2 85.5 3 85.1 2 84.4 5 83.91 TC83 . 7 0 BC8 3 . 2 0 TC8 3 . 5 0BC8 3 . 0 0 81.1 0 81.7 4 8 4 . 5 2 82.2 3 8 4 . 6 2 84.8 0 83.1 0 82.7 2 82.6 3 82.2 8 82.10 81.4 0 81.1 5 84.62 84.7 2 83.8 1 83.8 9 83.8 4 83.9 5 84.0 9 84.0 1 83.9 3 83.7 8 83.70 83.1 0 84.1 0 83.7 6 83.6 5 83.6 8 8 4 . 4 7 82.13 81.7 9 82.0 3 8 4 . 5 7 86.7 6 86.7 6 87.4 5 87.4 2 86.2 6 8 6 . 2 6 86.9 5 86.9 2 85.5 3 85.1 2 84.4 5 83.9 1 8 6 . 2 3 8 6 . 1 9 86.6 9 86.8 6 + 57.5 4 +54.0 6 + + 47.4 2 47.1 8 +47.5 0 + +54.0 4 54.0 4 + +50.5 6 48.6 4 + 50.5 0 + 48.6 4 + + 45.6 8 45.4 8 +45.6 4 +52.38 +51.38+67.80+74.01 +74.34 +67.80+70.12+71.94 + 74.50 +66.35 52.0056.6456.69+61.33+61.3867.76 +41.7 9 +42.3 7 + +42.1 542.4 0 +42.0 5 ++ + 47.6 2 47.6 8 52.9 0+53.0 0 + + 52.9 6 +57.8 5 +57.8 0 +57.6 4+ +57.6 4 57.8 0 8 9 . 8 9 8 9 . 9 4 89.8 9 67.45+67.45 53.6 8 50.4 8 52.6 0 52.1 4 +54.4 0 52.5 0 56.1 3 56.1 3 57.2 6 57.2 6 54.0 0 54.1 3 53.76 +67.5064.60+63.69+64.11 67.50 61.70 +61.07+61.44 57.4 0 +57.8 5 57.8 8 57.6 6 57.5 8 TC8 1 . 5 0BC8 1 . 0 0 8 1 . 1 5 8 1 . 2 5 T C 8 1 . 8 4 B C 8 1 . 3 4 80.9 5 81.0 0 80.8 5 TC82 . 0 0BC8 1 . 5 0 81.9 0 82.1 0 +TW= 8 0 . 0 0 + 59.1 0 59.3 5 61.8 5 62.1 0 62.3 5 64.8 5 65.1 0 65.3 5 67.8 5 68.1 0 68.3 5 70.8 5 71.1 0 71.3 5 73.8 5 74.1 0 74.35 76.8 5 77.1 0 77.3 9 77.3 5 79.85 80.0 580.1 5 82.7 0 60.3 860.4 7 60.6 7 63.4 763.5 5 63.67 66.4 7 66.5 7 66.6 7 69.4 7 69.5 7 69.6 7 72.47 72.5 7 72.6 7 75.4 7 75.5 7 75.6 7 78.4 7 78.5 7 78.6 7 81.4781.5 4 ++++69.6869.40 68.85+69.0069.11+69.6069.50+++69.6869.89 69.71 59.1 6 62.1 9 60.4 1 60.5 3 65.0 1 65.1 9 68.0 1 68.1 9 77.0 1 77.1 9 74.1 9 74.0 1 71.1 9 71.0 1 79.9 7 80.1281.15 81.2 0 78.6 1 78.5 3 75.61 75.5 3 72.6 1 72.5 3 69.6 1 69.5 3 66.6 1 66.5 3 63.6 0 63.5 1 81.5 8 TC75 . 1 6 BC7 4 . 6 6 75.2 0 75.3 5 75.6 9 75.5 9 75.2 0 75.7 2 75.8 5 75.7 0 75.7 9 75.28 75.7 8 75.6 8 75.7 8 74.60 74.6 0 74.7 8 74.7 8 74.6 8 75.1 3 TC7 5 . 6 2BC7 5 . 1 2 75.8 5 75.3 5 TC7 5 . 6 0BC7 5 . 1 0 74.6 0 74.1 9 74.5 0 74.5 0 74.5 0 74.5 0 TC7 5 . 0 0 BC7 4 . 5 0 TC7 5 . 0 0 BC7 4 . 5 0 74.5 4 74.5 0 74.1 4 74.1 4 74.1 8 74.6 0 75.1 0 75.10 74.6 6 74.9 0 75.2 8 +77.9 0 +77.9 0 + +77.6 5 77.3 0 +77.7 2 83.89 77.2 0 77.0 9 50.8 0 50.6 8 +TW4 6 . 1 0 TW5 8 . 0 9 +TW4 8 . 7 6 +TW4 7 . 4 3 +TW5 0 . 0 9 +TW5 0 . 0 9 +TW5 2 . 7 5 T C 8 1 . 5 6 B C 8 1 . 0 6 81.7 5 81.6 5 82.0 2 +64.54 +61.65 +TW5 7 . 6 0 +TW6 0 . 0 0 +TW6 7 . 0 0 +TW7 4 . 0 0 + TW= 8 6 . 0 0 + TW= 8 6 . 0 0 +TW= 8 0 . 1 7 + TW= 8 0 . 1 7 +TW= 7 9 . 4 0 +TW=71.00 + TW= 8 0 . 1 7 + TW= 8 0 . 1 7 + TW= 8 0 . 1 7 +TW=72.33 +TW=68.00 +++++++++67.80+67.80+67.80+67.80+67.80+67.80+67.80+67.80+67.80+67.80+67.80+67.80+67.80 +TW=68.00+ +78.0 0 + 78.0 0 +78.0 0 +78.0 0 +78.0 0 + TW= 7 8 . 5 0 + TW= 7 5 . 5 0 + TW= 7 1 . 0 0 + TW= 6 8 . 0 0 + TW= 6 5 . 0 0 + TW= 6 2 . 0 0 + TW= 6 2 . 0 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + +++ 75.85 + 75.8 5 + 75.8 5 + 75.8 5 + 75.8 5 + 74.60 75.1 9 75.9 1 75.9 1 +57.8 5 +57.8 5 +57.8 5 +57.8 5 +57.8 5 +57.8 5 +57.8 5 +57.8 5 +57.85 +57.8 5 +57.85 +57.6 5 + 57.54 + + + +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ + + + + + ++ + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +TW= 7 0 . 0 0 +TW= 6 7 . 0 0 +TW= 6 4 . 0 0 +TW= 6 1 . 5 0 +TW= 6 0 . 0 0 59.0 5 62.0 1 56.5 5 +FFE = 8 2 . 5 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + +++++ + + + ++ + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + +++ ++ + + + + + + + + + + + + + + + + + + + + + + + 84.8 0 + + + + + + + + + ++ + + + 86.6 8 87.35 87.3 5 87.1 5 90.3 0 81.6 0+ 82.1 3+ 75.7 8+ +TW4 8 . 7 6 +TW5 1 . 4 2 +55.5 0 +61.65+64.60 +TW= 8 7 . 1 5 +TW= 8 8 . 4 8 +TW= 8 8 . 4 8 TW= 8 9 . 8 1 +TW= 8 7 . 1 5 84.7 3 + +TW5 5 . 0 0 86.5 3 +75.8 1 + 78.0 0 + + 57.5 4 +TW=68.00 +TW=64.00 +TW=64.00+TW=68.00 +TW=64.00 +TW=60.00 +TW=68.00 +TW=64.00 +TW=60.00 +TW=56.00++++TW=68.00TW=64.00 TW=60.00TW=56.00 TW5 4 . 0 9 + 57.5 4 TW5 8 . 0 9 + TW5 8 . 0 9 + TW5 8 . 0 9 + TW5 4 . 0 9 + TW5 4 . 0 9 + + +TW5 4 . 0 9 TW5 8 . 0 9 TW5 4 . 0 9 + +TW= 5 7 . 3 3 +TW= 5 8 . 6 6 +TW=72.33+TW=76.33+TW=76.33+TW=73.66+TW=75.00 +TW=75.00+TW=73.66+72.02 +67.09 83.3 1 + 83.3 0 + + 83.6 2 + 83.54+ 83.6 8+ 83.33+ 83.2 3 + + + 80.3 9 + 80.2 9 79.77 +79.6 7 +77.6 9 + 78.3 6 ++ +++ ++++++ ++++74.2 1 74.3 5 74.4 3 74.5 6 74.7 0 74.8 7 74.9 7 TC7 5 . 6 5BC7 5 . 1 5 TC7 5 . 5 7 BC7 5 . 0 7 TC7 4 . 8 9BC7 4 . 3 9 TC7 4 . 9 4BC7 4 . 4 4 74.52 74.61 74.9 0 74.9 8 ++75.0 2 75.1 1 + TC75 . 5 0 BC7 5 . 0 0 ++75.4 075.4 8+ 77.5 9 +76.4 8 + TW= 7 8 . 8 4 +++++ ++++++ ++ 75.15 75.0 8 74.9 1 74.8 6 74.2 5 75.7 6 75.5 8 75.5 176.1 4 76.0 7 75.9 0 75.8 4 75.7 6 ++78.0 0 76.2 6 +76.2 0 +76.2 6 +76.2 0 +76.2 0++78.0 0 76.2 6 + 78.0 0 +75.6 8 + 78.0 0 +75.30 +79.6 3 +79.5 0 83.5 0 ++ 82.8 7 82.9 0 83.9 4+ + + 83.1 3 83.2 3 +83.0 3 +70.20 + + + 77.8 2 77.6 4 + + 75.8 4 75.8 4 75.4 2 +75.4 2 +75.4 0 +74.9 2 +77.8 2 +77.6 4+ 77.8 4 +77.7 2 + + 76.6 8 76.9 4 + + + TW= 7 7 . 0 0 TW= 7 8 . 3 3 TW= 7 8 . 3 3 +42.2 7 3 8 5 3 7 4 + T C 7 5 . 1 4 B C 7 4 . 6 4 + T C 7 4 . 5 0 B C 7 4 . 0 0 + 7 3 . 8 2 + 7 3 . 5 0 + 7 4 . 0 0 + 7 3 . 5 0 REVISIONS:DATE: DESIGNED BY: DRAWN BY: CHECKED BY: Q.C. BY: SHEET #: SCALE: PROJECT #: SOUTHSIDE EAST MULTI FAMILY DEVELOPMENT DURHAM, NORTH CAROLINA FEB 1, 2012 1010097 LICENSE # C-01396 9 5 S o u t h T e n t h S t r e e t P i t t s b u r g h , P e n n s y l v a n i a 1 5 2 0 3 t e l 4 1 2 . 4 8 8 . 8 8 2 2 f a x 4 1 2 . 4 8 8 . 8 8 2 5 GRADING & DRAINAGE PLAN KWV RJK KWV 1"=30'-0" 1-7.1 MA T C H T O S H E E T 1 - 7 . 2 P O O L B U I L D I N G 1 T Y P E : 2 7 G B U I L D I N G 2 T Y P E : 3 8 G C H E S T N U T S T R E E T L A K E W O O D A V E N U E ( E X . 8 0 ' P U B L I C R / W ) ( P B 1 4 0 , P G 1 0 9 & 1 1 0 ) ROXBORO STREET(EX. 85' PUBLIC R/W)(PB 140, PG 109 & 110) W E T P O N D P P : 3 3 8 . 5 0 P O O L POND OUTLET STRUC T U R E EX. 36" RCP H A R D S U R F A C E A C C E S S / M A I N T E N A N C E R A M P DENUDED LIMITS (TYP) P R O P . C O N T O U R E X I S T . C O N T O U R 6 5 0 6 5 0 P R O P . C O N T O U R P R O P E R T Y L I N E S / R O W E X I S T . S A N I T A R Y S E W E R P R O P . S T O R M P R O P . S P O T G R A D E L E G E N D S T O R M D R A I N A G E E A S E M E N T P R O P . S T O R M S T R U C T U R E D E N U D E D L I M I T S S T O R M D R A I N A G E E A S E M E N T N O T E O W N E R S H I P O F A N D R E S P O N S I B I L I T Y F O R I M P R O V E M E N T A N D M A I N T E N A N C E O F S T O R M W A T E R F A C I L I T I E S I N E A S E M E N T S R E M A I N S W I T H T H E C U R R E N T O W N E R . I F T H E P R O P E R T Y I S W I T H I N O R B E C O M E S A P A R T O F T H E C I T Y , T H E E A S E M E N T A N D A C C E S S P O I N T S T O T H E E A S E M E N T A R E S U B J E C T T O T H E T E R M S A N D R E S T R I C T I O N S S T A T E D I N T H E " R E V I S E D D E C L A R A T I O N O F R I G H T S A N D P R I V I L E G E S O F T H E C I T Y O F D U R H A M I N S T O R M W A T E R M A N A G E M E N T F A C I L I T Y E A S E M E N T S " R E C O R D E D I N R E A L E S T A T E B O O K 2 2 9 8 , P A G E 2 0 8 , W H I C H D O C U M E N T I S I N C O R P O R A T E D H E R E I N . T H I S E A S E M E N T A N D T H E R E V I S E D D E C L A R A T I O N D O N O T C R E A T E T H E O B L I G A T I O N T O P R O V I D E P U B L I C M A I N T E N A N C E . N O T B U I L D I N G , S T R U C T U R E S , F I L L S , E M B A N K M E N T S O R O B S T R U C T I O N S P E R M I T T E D W I T H I N T H E E A S E M E N T E X C E P T A C C O R D I N G T O T H O S E T E R M S . MA T C H T O S H E E T 1 - 7 . 2 PAVEMENT OPEN CUT FORUTILITY INSTALLATION V A L L E Y C U R B A T D R I V E W A Y E N T R A N C E ( T Y P ) S T E E L C A S I N G F O R S D A T R E T A I N I N G W A L L C R O S S I N G S . P I P E M A T E R I A L I N S I D E C A S I N G P I P E S H A L L B E D I P ( T Y P ) . G E N E R A L S T O R M D R A I N A G E N O T E S : 1 . K E Y S T O N E R E T A I N I N G W A L L S W I L L N O T B E A L L O W E D W I T H I N T H E W E T P O N D . T H E W A L L M U S T B E R E I N F O R C E D C O N C R E T E R E T A I N I N G W A L L . 2 . S T E E L E N C A S E M E N T P I P E T O B E U S E D O N A L L S T O R M D R A I N A G E P I P E S T H A T T R A V E R S E U N D E R A R E T A I N I N G W A L L . P I P E M A T E R I A L I N S I D E S T E E L E N C A S E M E N T S M U S T B E D I P M A T E R I A L . S T E E L C A S I N G F O R S D A T R E T A I N I N G W A L L C R O S S I N G S . P I P E M A T E R I A L I N S I D E C A S I N G P I P E S H A L L B E D I P . S T E E L C A S I N G F O R S D A T R E T A I N I N G W A L L C R O S S I N G S . P I P E M A T E R I A L I N S I D E C A S I N G P I P E S H A L L B E D I P ( T Y P ) . P R O P O S E D I M P E R V I O U S C A L C U L A T I O N S - P H A S E 1 O N - S I T E T O T A L P R O P E R T Y A R E A : 1 9 . 3 3 A C P R O P . T R A N S P O R T A T I O N I M P E R V I O U S A R E A : 5 . 2 4 A C P R O P . N O N - T R A N S P O R T A T I O N I M P E R V I O U S A R E A : 6 . 3 7 A C P R O P . M A N A G E D P E R V I O U S : 7 . 7 2 A C T O T A L P R O P O S E D I M P E R V I O U S A R E A : 1 1 . 6 1 A C T O T A L P R O P O S E D P E R C E N T I M P E R V I O U S : 6 0 . 1 % SCM EASEMENT (HATCHED AREA) 2 0 ' S C M A C C E S S E A S E M E N T F O R I N F O R M A T I O N A L P U R P O S E S O N L Y 1st Floor = 370.502nd Floor = 382.50 1st F l o o r = 3 7 3 . 0 0 2nd F l o o r = 3 8 5 . 0 0 1st F l o o r = 3 7 5 . 6 0 2nd F l o o r = 3 8 7 . 6 0 FFE = 384.80 F F E = 3 9 3 . 5 0 399 387 3853913953973 9 9 1st Floor = 357.852nd Floor = 375.85393 F F E = 3 9 0 . 9 0 F F E = 3 9 0 . 9 0 F F E = 3 9 0 . 9 0 1 1 0 M e m p h i s S t . 1 1 2 M e m p h i s S t . 1 1 4 M e m p h i s S t . FFE = 390.50FFE = 390.50FFE = 390.50313 Chestnut St.315 Chestnut St.317 Chestnut St.FFE = 387.55FFE = 387.55FFE = 386.88265 Chestnut St.267 Chestnut St.269 Chestnut St.FFE = 386.88263 Chestnut St.243 Chestnut St. F F E = 3 8 7 . 4 0 1 0 3 M e m p h i s S t . F F E = 3 9 1 . 7 0 1 2 1 M e m p h i s S t . 370 380 355 360 365 385 375 3 8 8 386 3 8 4 384 386 3 8 0 3 9 4 3 9 6 3 9 8 382386 375376377388390 3 9 2 374382 3 8 2 3 8 4 3 8 6 3 8 8 3 9 0 3 9 2 384 360383383381385 3 8 5 3 8 7 389 357 3 9 5 3 9 3 3 9 2 3 9 1 3 9 0 3 8 9 3 8 8 3 8 7 3 8 6 3 8 5 3 8 4 393 394 3 9 2 360365370375380 385 365365370375380 3 8 6 386 3 8 6 383384385 3 9 1 389 387 381 87.4 0 80.5 0 75.1 2 + 91.7 0 TC85.72BC85.22 84.24 59.05 85.5 5 85.8 9 90.1 0 91.2 5 89.5 1 +TW= 8 9 . 9 1 + + 85.9 1 85.6 5 87.1 2 86.9 8 87.4 0 85.3 7 85.45 85.8 7 87.3 5 74.5584.3983.93 83.75 83.03 84.52FFE=80.00TC85.85BC85.35TC86.75BC86.25TC86.88BC86.38TC87.24BC86.74TC87.37BC86.87TC87.81BC87.31TC87.93BC87.4387.9288.0488.0489.7889.8889.8889.9689.9689.8689.7889.1589.00BC88.50TC89.00 BC88. 3 3 TC88.8 3 88.73 88.63 B C 8 8 . 0 3 T C 8 8 . 5 3 88.55 88.4588. 2 3 8 8 . 1 3 89.1689.08 87.3587.48 86.8686.9990.30 87.4889.8089.94 89.9490.0290.02 86.9989.9790.02 TC84.92BC84.4285.82 85.27 84.7185.9586.4686.36 84.79TC85.17BC84.67TC85.30BC84.8085.40 86.6887.23 87.22 86.6187.23 87.22 86.61 86.6386.6385.95 87.14 84.25 84.0884.17 84.0886.4687.18 87.10 87.14 85.40 84.7986.5387.1187.1586.38 86.6384.31 84.1384.2184.2984.3190.4586.7686.89 89.9589.7986.8990.4590.4587.6087.7388.6788.8189.0788.97 89.8987.7389.9589.8988.81 83.8384.3585.0185.4285.53 85.12 84.45 83.91 TC83.70BC83.20TC83.50BC83.00 81.10 + FFE=70.50 FFE = 8 7 . 6 0 81.7484.52 82.2384.62 84.8083.10 82.7282.63 82.2882.10 81.4081.15 84.6284.7283.81 83.8983.8483.95 84.0984.0183.9383.7883.7083.1084.10 83.7683.6583.68 + + + + 83.3 9 83.5 4 86.6 0 86.48 84.47 82.1381.7982.0384.5786.7686.7687.4587.42 86.2686.2686.9586.9285.53 85.12 84.45 83.9186.2386.1986.69 86.86 + + + + + + ++ 72.3 1 72.8 6 57.0257.32+57.2570.06 63.6863.63 73.0 3 63.3 6 62.9 763.1 7 72.9 0 + 72.7 0 72.7 0 72.5 8 72.5 8 72.8 0 75.12 74.5 6 +74.80 75.1 9 75.0 2 69.9370.1070.10 70.3669.9369.83 75.3 9 75.0 0 74.8 4 89.95 89.8989.94 89.89 91.7 8 91.9 5 FFE = 9 3 . 5 0 BC8 8 . 9 3TC8 9 . 4 3 88.8 3 88.9 0 88.7 3 88.8 0 88.6 4 TC8 9 . 1 0BC8 8 . 6 0 87.7 8 87.8 8 88.30 88.4 2 88.7 7 88.8 9 89.5 6 93.0 8 90.8 8 90.5 0 90.5 8 90.5 5 90.4 7 88.1 0 88.3 0 86.8 6 87.0 6 85.3 3 85.5 3 8 5 . 4 6 90.3 2 8 7 . 0 0 90.40 8 8 . 2 3 + 90.9 0 90.0 3 90.7 0 8 8 . 8 7 90.3 7 8 8 . 4 0 8 7 . 8 7 90.5 5 90.4 7 90.4 7 90.5 5 90.4 5 90.4 5 90.3 7 90.3 7 90.1 4 90.1 9 53.6852.6052.14++55.10 54.40 52.5056.1356.13 57.2657.2654.0054.13 53.76 7 1 . 8 6 74.9 4 75.1 2 BC8 6 . 0 2TC8 6 . 5 2 57.40+57.8557.8857.66 57.58 + TW= 9 3 . 3 5 90.40 90.7 6 90.1 6 89.25 90.7 8 90.20 89.6 2 89.5 2 90.3 0 89.7 2 89.7 0 TW= 9 4 . 6 8 + 93.0 0 93.0 0 93.0 0 TW= 9 3 . 3 5 TW= 9 4 . 6 8 9 3 . 0 9 9 1 . 9 3 93.4 0 + + + 88.0 7 88.1 2 91.6 0 +85.2 5 +82.7 5 +82.3 5 +75.0 0 +75.1 0 TW= 7 9 . 0 0 + TC81.50BC81.0081.1581.25TC81.84BC81.34 80.9581.00 80.85TC82.00BC81.50 81.9082.10 +TW= 9 1 . 7 0 +TW= 9 3 . 0 3 +90.7 5 +TW=80.00+59.1059.3561.8562.1062.3564.8565.1065.3567.8568.1068.3570.8571.1071.3573.8574.1074.3576.8577.1077.3977.3579.8580.0580.1582.70 60.3860.4760.6763.4763.5563.6766.4766.5766.6769.4769.5769.6772.4772.5772.6775.4775.5775.6778.4778.5778.6781.4781.54 + 87.0 0 90.88 93.08 90.8 0 90.8 0 89.1 8 8 9 . 2 8 90.1 3 90.0 2 8 9 . 4 8 93.4 1 59.1662.19 60.4160.5365.0165.1968.0168.1977.0177.19 74.19 74.01 71.19 71.0179.9780.1281.1581.20 78.61 78.53 75.61 75.53 72.61 72.53 69.61 69.53 66.61 66.53 63.60 63.5181.58 75.2075.7275.8575.7075.79 75.28 75.7875.68 75.7874.6074.60 74.7874.7874.68 75.13TC75.60BC75.10 74.6074.5074.50 74.5074.50TC75.00BC74.50TC75.00BC74.5074.54 74.5074.1474.1474.18 74.6075.10 75.1074.66 75.2883.89 77.20 77.09 80.3 0 8 0 . 4 7 +87.6 7 89.58 89.3 4 TC9 0 . 5 0BC9 0 . 0 0 T C 9 0 . 5 4 B C 9 0 . 0 4 T C 9 0 . 7 6 B C 9 0 . 2 6 9 0 . 1 0 89.2 9 89.5 2 91.2 7 91.3 5 +91.7 0 90.7 0 90.6 0 90.7 9 90.6 6 TC8 6 . 2 5 BC8 5 . 7 5 TC8 6 . 5 7 BC8 6 . 0 7 TC8 6 . 2 9BC8 5 . 7 9 86.4 5 86.3 7 86.8 7 86.9 5 TC8 6 . 5 2 BC8 6 . 0 2 85.95 TC8 6 . 0 2BC8 5 . 5 2 TC8 5 . 5 0BC8 5 . 3 0 87.12 86.4 8 86.5 7 87.1 6 86.4 4 87.0 9 87.5 0 50.80 +82.60 TW= 8 3 . 5 0 + TC81.56BC81.0681.75 81.6582.02 +TW=86.00 +TW=78.50 +TW=75.50+TW=71.00 +TW=68.00 +TW=65.00 +TW=62.00 +TW=62.00+++++++++++++++++++++++++++++++++++++++75.85+75.85+75.85+74.6075.1975.9175.91 +57.85+57.85+57.65+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++TW=70.00 +TW=67.00 +TW=64.00 +TW=61.50 +TW=60.0059.0562.01 56.55 + + + + + + + + + + + ++++++++ + + + + + + + FFE = 7 3 . 0 0 FFE = 7 5 . 6 0 ++ +FFE = 8 5 . 0 0 +FFE=82.50 TW= 8 6 . 5 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + 90.7 0 90.7 0 + + + + 88.5 3 88.4 7 88.3 7 FFE = 9 3 . 5 0 + + +++ + + + + + +++++++++++++++++++++++++++++++++++++++++++++++++++++++ + ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++84.80++++++++++++++++++++++86.6887.3587.35 87.1590.3090.30 + + + + + + ++ + + ++ + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + 90.0 0 89.9 0 89.8 0 TC90 . 8 0BC9 0 . 3 0 9 0 . 2 0 81.60+82.13+75.78++55.50 TW= 8 5 . 3 3 + TW= 8 4 . 0 0 + TW= 8 4 . 0 0 + TW= 8 2 . 6 6 + TW= + 2 . 0 0 ' a b o v e side w a l k g r a d e + 92.6 1 + TW= 9 3 . 3 5 + TW= 9 2 . 0 2 + + TW= 9 0 . 6 9 + TW= 8 9 . 3 6 + TW= 8 8 . 0 3 + TW= 8 8 . 0 3 +TW= 8 9 . 3 6 +TW= 9 0 . 6 9 +TW= 8 8 . 0 3 +TW= 8 9 . 3 6 87.5 9+ 87.4 6+ + + T W = 9 0 . 6 9 T W = 8 9 . 3 6 +TW=87.15+TW=88.48+TW=88.48+TW=89.81+TW=89.81+TW=91.14+TW=91.14 +TW=87.1584.73+87.25+ +TW= 9 3 . 3 5 TW= 9 4 . 6 8 + +TW55.00 +TW= 8 9 . 0 0 +TW= 8 9 . 9 1 TW= 8 6 . 6 6 + 86.53 TW58.0983.31+83.30++83.62+83.54+83.68+83.33+83.23++77.69+78.3683.50 ++82.8782.90 83.94+++83.1383.23+83.03 90.9 2 90.92 + + REVISIONS:DATE: DESIGNED BY: DRAWN BY: CHECKED BY: Q.C. BY: SHEET #: SCALE: PROJECT #: SOUTHSIDE EAST MULTI FAMILY DEVELOPMENT DURHAM, NORTH CAROLINA FEB 1, 2012 1010097 LICENSE # C-01396 9 5 S o u t h T e n t h S t r e e t P i t t s b u r g h , P e n n s y l v a n i a 1 5 2 0 3 t e l 4 1 2 . 4 8 8 . 8 8 2 2 f a x 4 1 2 . 4 8 8 . 8 8 2 5 GRADING & DRAINAGE PLAN JH DM, BH JH DM 1"=30'-0" 1-7.2 ME M P H I S S T R E E T PAVILIONCHESTNUT STREET BUILDING 3TYPE: 10G B U I L D I N G 4 T Y P E : 1 0 G B U I L D I N G 5 T Y P E : 1 0 G BUILDING 6TYPE: 9G B U I L D I N G 9 T Y P E : 9 G B U I L D I N G 1 0 T Y P E : 3 T BUILDING 8TYPE: 3T BUILDING 7TYPE: 4T B U I L D I N G 1 1 T Y P E : 9 G B U I L D I N G 1 2 T Y P E : 4 G T O T L O T MATCH TO SHEET 1-7.1 SEE INSET I N S E T 1 " = 1 0 ' L A K E W O O D A V E N U E ( E X . 8 0 ' P U B L I C R / W ) ( P B 1 4 0 , P G 1 0 9 & 1 1 0 ) D E N U D E D L I M I T S ( T Y P ) S T O R M D R A I N A G E E A S E M E N T N O T E O W N E R S H I P O F A N D R E S P O N S I B I L I T Y F O R I M P R O V E M E N T A N D M A I N T E N A N C E O F S T O R M W A T E R F A C I L I T I E S I N E A S E M E N T S R E M A I N S W I T H T H E C U R R E N T O W N E R . I F T H E P R O P E R T Y I S W I T H I N O R B E C O M E S A P A R T O F T H E C I T Y , T H E E A S E M E N T A N D A C C E S S P O I N T S T O T H E E A S E M E N T A R E S U B J E C T T O T H E T E R M S A N D R E S T R I C T I O N S S T A T E D I N T H E " R E V I S E D D E C L A R A T I O N O F R I G H T S A N D P R I V I L E G E S O F T H E C I T Y O F D U R H A M I N S T O R M W A T E R M A N A G E M E N T F A C I L I T Y E A S E M E N T S " R E C O R D E D I N R E A L E S T A T E B O O K 2 2 9 8 , P A G E 2 0 8 , W H I C H D O C U M E N T I S I N C O R P O R A T E D H E R E I N . T H I S E A S E M E N T A N D T H E R E V I S E D D E C L A R A T I O N D O N O T C R E A T E T H E O B L I G A T I O N T O P R O V I D E P U B L I C M A I N T E N A N C E . N O T B U I L D I N G , S T R U C T U R E S , F I L L S , E M B A N K M E N T S O R O B S T R U C T I O N S P E R M I T T E D W I T H I N T H E E A S E M E N T E X C E P T A C C O R D I N G T O T H O S E T E R M S . MATCH TO SHEET 1-7.1NCDOT TYPE III BAR R I C A D E NCDOT TYPE III BARRICADE RIGHT OF WAY (TYP)RIGHT OF WAY (TY P ) VALLEY CURB AT DRIVEWAYENTRANCE (TYP)STEEL CASING FOR SD ATRETAINING WALL CROSSINGS.PIPE MATERIAL INSIDE CASINGPIPE SHALL BE DIP. P R O P . C O N T O U R E X I S T . C O N T O U R 6 5 0 6 5 0 P R O P . C O N T O U R P R O P E R T Y L I N E S / R O W E X I S T . S A N I T A R Y S E W E R P R O P . S T O R M P R O P . S P O T G R A D E L E G E N D S T O R M D R A I N A G E E A S E M E N T P R O P . S T O R M S T R U C T U R E G E N E R A L S T O R M D R A I N A G E N O T E S : 1 . K E Y S T O N E R E T A I N I N G W A L L S W I L L N O T B E A L L O W E D W I T H I N T H E W E T P O N D . T H E W A L L M U S T B E R E I N F O R C E D C O N C R E T E R E T A I N I N G W A L L . 2 . S T E E L E N C A S E M E N T P I P E T O B E U S E D O N A L L S T O R M D R A I N A G E P I P E S T H A T T R A V E R S E U N D E R A R E T A I N I N G W A L L . P I P E M A T E R I A L I N S I D E S T E E L E N C A S E M E N T S M U S T B E D I P M A T E R I A L . S T E E L C A S I N G F O R S D A T R E T A I N I N G W A L L C R O S S I N G S . P I P E M A T E R I A L I N S I D E C A S I N G P I P E S H A L L B E D I P . P R O P O S E D I M P E R V I O U S C A L C U L A T I O N S - P H A S E 1 O N - S I T E T O T A L P R O P E R T Y A R E A : 1 9 . 3 3 A C P R O P . T R A N S P O R T A T I O N I M P E R V I O U S A R E A : 5 . 2 4 A C P R O P . N O N - T R A N S P O R T A T I O N I M P E R V I O U S A R E A : 6 . 3 7 A C P R O P . M A N A G E D P E R V I O U S : 7 . 7 2 A C T O T A L P R O P O S E D I M P E R V I O U S A R E A : 1 1 . 6 1 A C T O T A L P R O P O S E D P E R C E N T I M P E R V I O U S : 6 0 . 1 % D E N U D E D L I M I T S S C M E A S E M E N T ( H A T C H E D A R E A ) 2 0 ' S C M A C C E S S E A S E M E N T W E T W E L L W I T H P U M P D I V E R S I O N S T R U C T U R E F I L T R A T I O N T O I R R I G A T I O N B U I L D I N G 3 T Y P E : 1 0 G B U I L D I N G 4 T Y P E : 1 0 G 3 6 , 0 0 0 G A L L O N U N D E R G R O U N D T A N K F O R I N F O R M A T I O N A L P U R P O S E S O N L Y 3 4 0 340345336.5 335.5 337.5 3 3 7 . 5 3 3 7 . 5 3 3 5 . 0 3 3 0 . 0 3 3 0 . 0 3 3 5 . 0 335.0330.0352 3 5 4 353 354 3 5 3 +52.38 +51.3852.0056.6456.69 +41. 7 9 + 42. 3 7 + + 42. 1 5 42.4 0 +42. 0 5 ++ + 47. 6 2 47.6 8 52.9 0+53. 0 0 + + 52. 9 6 +57. 8 5 +57.8 0 +57. 6 4+ +57. 6 4 57.8 0 TC7 5 . 1 6 BC7 4 . 6 6 75.2 0 75. 3 5 75.6 9 75.5 9 TC7 5 . 6 2 BC7 5 . 1 2 75.8 5 75.3 5 + TW 5 7 . 6 0 + TW 6 0 . 0 0 + TW 6 7 . 0 0 ++ + + + + + +++ 75.8 5 + 75.8 5 + +TW=60.00 +TW=56.00+TW=60.00TW=56.00 + + TW 5 4 . 0 9 TW 5 8 . 0 9 +TW=57.33+TW=58.66 + 42.2 7 REVISIONS:DATE: DESIGNED BY: DRAWN BY: CHECKED BY: Q.C. BY: SHEET #: SCALE: PROJECT #: SOUTHSIDE EAST MULTI FAMILY DEVELOPMENT DURHAM, NORTH CAROLINA FEB 1, 2012 1010097 LICENSE # C-01396 9 5 S o u t h T e n t h S t r e e t P i t t s b u r g h , P e n n s y l v a n i a 1 5 2 0 3 t e l 4 1 2 . 4 8 8 . 8 8 2 2 f a x 4 1 2 . 4 8 8 . 8 8 2 5 GRADING & DRAINAGE PLAN KWV RJK KWV 1"=10'-0" 1-7.3 B U I L D I N G 2 T Y P E : 3 8 G L A K E W O O D A V E N U E ( E X . 8 0 ' P U B L I C R / W ) ( P B 1 4 0 , P G 1 0 9 & 1 1 0 ) ROXBORO STREET(EX. 85' PUBLIC R/W)(PB 140, PG 109 & 110) W E T P O N D P P : 3 3 8 . 5 0 PON D O U T L E T STR U C T U R E EX. 36" RCP H A R D S U R F A C E A C C E S S / M A I N T E N A N C E R A M P - M I N . 1 0 ' W I D E - M A X . L O N G I T U D I N A L S L O P E : 5 : 1 - M A X . C R O S S - S L O P E : 1 0 : 1 S T O R M D R A I N A G E E A S E M E N T N O T E O W N E R S H I P O F A N D R E S P O N S I B I L I T Y F O R I M P R O V E M E N T A N D M A I N T E N A N C E O F S T O R M W A T E R F A C I L I T I E S I N E A S E M E N T S R E M A I N S W I T H T H E C U R R E N T O W N E R . I F T H E P R O P E R T Y I S W I T H I N O R B E C O M E S A P A R T O F T H E C I T Y , T H E E A S E M E N T A N D A C C E S S P O I N T S T O T H E E A S E M E N T A R E S U B J E C T T O T H E T E R M S A N D R E S T R I C T I O N S S T A T E D I N T H E " R E V I S E D D E C L A R A T I O N O F R I G H T S A N D P R I V I L E G E S O F T H E C I T Y O F D U R H A M I N S T O R M W A T E R M A N A G E M E N T F A C I L I T Y E A S E M E N T S " R E C O R D E D I N R E A L E S T A T E B O O K 2 2 9 8 , P A G E 2 0 8 , W H I C H D O C U M E N T I S I N C O R P O R A T E D H E R E I N . T H I S E A S E M E N T A N D T H E R E V I S E D D E C L A R A T I O N D O N O T C R E A T E T H E O B L I G A T I O N T O P R O V I D E P U B L I C M A I N T E N A N C E . N O T B U I L D I N G , S T R U C T U R E S , F I L L S , E M B A N K M E N T S O R O B S T R U C T I O N S P E R M I T T E D W I T H I N T H E E A S E M E N T E X C E P T A C C O R D I N G T O T H O S E T E R M S . 10' L I T O R A L S H E L F 10' LITORAL SHELF 1-12.1 1 & 61-12.1 31-12.1 3 1 - 1 2 . 1 1 & 6 4 0 ' S P I L L W A Y D E N U D E D L I M I T S ( T Y P ) PAVEMENT OPEN CUT FORUTILITY INSTALLATION P R O P . C O N T O U R E X I S T . C O N T O U R 6 5 0 6 5 0 P R O P . C O N T O U R P R O P E R T Y L I N E S / R O W E X I S T . S A N I T A R Y S E W E R P R O P . S T O R M P R O P . S P O T G R A D E L E G E N D S T O R M D R A I N A G E E A S E M E N T P R O P . S T O R M S T R U C T U R E P R O P O S E D I M P E R V I O U S C A L C U L A T I O N S - P H A S E 1 O N - S I T E T O T A L P R O P E R T Y A R E A : 1 9 . 3 3 A C P R O P . T R A N S P O R T A T I O N I M P E R V I O U S A R E A : 5 . 2 4 A C P R O P . N O N - T R A N S P O R T A T I O N I M P E R V I O U S A R E A : 6 . 3 7 A C P R O P . M A N A G E D P E R V I O U S : 7 . 7 2 A C T O T A L P R O P O S E D I M P E R V I O U S A R E A : 1 1 . 6 1 A C T O T A L P R O P O S E D P E R C E N T I M P E R V I O U S : 6 0 . 1 % D E N U D E D L I M I T S SCM EASEMENT (HATCHED AREA) 2 0 ' S C M A C C E S S E A S E M E N T 1 0 ' L I T O R A L S H E L F 1 0 ' M A I N T E N A N C E A C C E S S F O R I N F O R M A T I O N A L P U R P O S E S O N L Y 8SS8SS8SS8SS 8 S S 8 S S 8 S S 8 S S 8 S S 8 S S 8 S S 8 S S 8 S S 8 S S 8 S S 8 S S 8W 8W 8W 8W 8W 8W 8W 4 S S 4S S 4S S 4S S 8SS 4S S 4SS4SS 8 W 8 W 4S S 4S S 8W8W 8W 8W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 4 S S L E G E N D W A T E R M A I N D O M E S T I C W A T E R M E T E R G A T E V A L V E S A N I T A R Y S E W E R L I N E C L E A N O U T S A N I T A R Y S E W E R M A N H O L E 8 W 8 S S REVISIONS:DATE: DESIGNED BY: DRAWN BY: CHECKED BY: Q.C. BY: SHEET #: SCALE: PROJECT #: SOUTHSIDE EAST MULTI FAMILY DEVELOPMENT DURHAM, NORTH CAROLINA FEB 1, 2012 1010097 LICENSE # C-01396 9 5 S o u t h T e n t h S t r e e t P i t t s b u r g h , P e n n s y l v a n i a 1 5 2 0 3 t e l 4 1 2 . 4 8 8 . 8 8 2 2 f a x 4 1 2 . 4 8 8 . 8 8 2 5 UTILITY PLAN KWV RJK KWV 1"=30'-0" 1-8.1 MA T C H T O S H E E T 1 - 8 . 2 C H E S T N U T S T R E E T L A K E W O O D A V E N U E ROXBORO STREET S T O R M W A T E R P O N D P O O L 8"x8" TAPPING SLEEVE & VALVE FIRE HYD R A N T & VALVE ASS E M B L Y F I R E H Y D R A N T & V A L V E A S S E M B L Y F D C S T A N D P I P E 8 " P R I V A T E W A T E R M A I N 8 " x 8 " T E E 8 " G V W E S T O F T E E 8 " G V N O R T H O F T E E 4 " S A N . S E W E R L A T E R A L P R O P . C L E A N O U T P R O P . 4 " S A N . S E W E R L I N E S A N . S E W E R C L E A N O U T FDC CONNECTIO N 4" FIRE SE R V I C E BACKFLOW TO BE LOC A T E D WITHIN BUILDING SPRI N K L E R R O O M 4 " F I R E S E R V I C E B A C K F L O W T O B E L O C A T E D W I T H I N B U I L D I N G S P R I N K L E R R O O M PROP O S E D S A N . S E W E R MANH O L E ( T Y P I C A L ) 8 " P U B L I C S A N I T A R Y S E W E R L I N E 8 " P U B L I C W A T E R M A I N SANITARY SEWER LINE TOTIE INTO EXISTING MANHOLE EXISTING 8" WATER MAINEXISTING 8" SAN. SEWER 4 " S A N . S E W E R L A T E R A L P R O P . T I E I N T O E X I S T I N G S A N I T A R Y S E W E R L I N E P R O P . 4 " S A N . S E W E R L I N E E X I S T I N G 1 2 " W A T E R M A I N E X I S T I N G 8 " S A N . S E W E R G E N E R A L U T I L I T Y N O T E S : 1 . A l l u t i l i t i e s m u s t b e i n s t a l l e d u n d e r g r o u n d . 2 . A l l f i r e h y d r a n t s a n d f i r e d e p a r t m e n t c o n n e c t i o n s m u s t b e p r o v i d e d w i t h 5 i n c h d i a m e t e r S t o r z c o n n e c t i o n s . F i r e d e p a r t m e n t c o n n e c t i o n s m u s t b e o r i e n t e d 3 0 d e g r e e s t o w a r d s g r a d e . 3 . P r o v i d e F i r e P l a n s E x a m i n e r o n e c o p y o f u t i l i t y c o n s t r u c t i o n d r a w i n g s , s h o w i n g u n d e r g r o u n d p i p i n g l a y o u t a n d a l l f i r e a p p u r t e n a n c e s . P e r m i t f o r i n s t a l l a t i o n o f p r i v a t e f i r e h y d r a n t ( s ) m u s t b e i s s u e d b y F i r e P l a n s E x a m i n e r p r i o r t o i n s t a l l a t i o n o f s a i d h y d r a n t s . 4 . B a c k f l o w p r e v e n t i o n ( B F P ) f o r f i r e p r o t e c t i o n a n d d o m e s t i c s h a l l b e i n s t a l l e d w i t h i n t h e b u i l d i n g s . I n t e r i o r b a c k f l o w p r e v e n t i o n s h a l l f o l l o w r u l e s r e g a r d i n g p l a c e m e n t o f B F P ' s w i t h i n b u i l d i n g s . % ( 1 ' % ( 1 ' % ( 1 ' PAVEMENT OPEN CUTFOR UTILITY INSTALLATION S T E E L C A S I N G F O R S S A T R E T A I N I N G W A L L C R O S S I N G S ( T Y P ) P R O P . C L E A N O U T PAVEMENT OPEN CUTFOR UTILITY INSTALLATION P A V E M E N T O P E N C U T F O R U T I L I T Y I N S T A L L A T I O N PROP. TIE IN TO EXISTINGSANITARY SEWER LINE % ( 1 ' 2 " D O M E S T I C S E R V I C E B A C K F L O W T O B E L O C A T E D W I T H I N B U I L D I N G 2 " D O M E S T I C S E R V I C E B A C K F L O W T O B E L O C A T E D W I T H I N B U I L D I N G F O R I N F O R M A T I O N A L P U R P O S E S O N L Y 8SS8SS8SS8SS8SS8SS8SS8SS8SS 8 S S 8 S S 8 S S 8 S S 8SS8SS8SS 8S S 8S S 8S S 8S S 8S S 8S S 8S S 8S S 8S S 8S S 8S S 8S S 8S S 8SS 8SS 8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 4 S S 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W4SS4SS4SS4SS8SS4SS 4S S 4 S S 4 S S 8W8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8W8W8W8W8W8W8W8W8W8W8W8W 8 W 8 W 8 W 8 W 8 W 8 W 4SS4SS4SS 4SS L E G E N D W A T E R M A I N D O M E S T I C W A T E R M E T E R G A T E V A L V E S A N I T A R Y S E W E R L I N E C L E A N O U T S A N I T A R Y S E W E R M A N H O L E 8 W 8 S S REVISIONS:DATE: DESIGNED BY: DRAWN BY: CHECKED BY: Q.C. BY: SHEET #: SCALE: PROJECT #: SOUTHSIDE EAST MULTI FAMILY DEVELOPMENT DURHAM, NORTH CAROLINA FEB 1, 2012 1010097 LICENSE # C-01396 9 5 S o u t h T e n t h S t r e e t P i t t s b u r g h , P e n n s y l v a n i a 1 5 2 0 3 t e l 4 1 2 . 4 8 8 . 8 8 2 2 f a x 4 1 2 . 4 8 8 . 8 8 2 5 UTILITY PLAN JH DM, BH JH DM 1"=30'-0" 1-8.2 ME M P H I S S T R E E T PAVILIONCHESTNUT STREET L A K E W O O D A V E N U E T O T L O T MATCH TO SHEET 1-8.1FIRE HYDRAN T & VALVE ASSEMB L Y 8 " P R I V A T E W A T E R M A I N 4" SAN. SEWER LATERALPROP. SAN. SEWER MANHOLE PROP. 8" SAN. SEWER LINE SAN. SEWER CLEAN OUT 2" IRRIG A T I O N M E T E R & BACK F L O W 4" FIRE SERVICEBACKFLOW TO BE LOCATEDWITHIN BUILDING SPRINKLERROOM PROPOSED SAN. SEWERMANHOLE (TYPICAL)4" SAN. SEWER LATERALSAN. SEWER CLEAN OUT EX. SANITARY SEWER LINE TOTIE INTO PROPOSED MANHOLE 6 " S A N . S E W E R L A T E R A L 4 " S A N . S E W E R L A T E R A L 4 " S A N . S E W E R L A T E R A L S A N . S E W E R C L E A N O U T S A N . S E W E R C L E A N O U T E X I S T . 1 2 " W A T E R M A I N E X I S T . 8 " S A N I T A R Y S E W E R 1 2 " x 8 " T A P P I N G S L E E V E & V A L V E S A N I T A R Y S E W E R L I N E T O T I E I N T O E X I S T I N G M A N H O L E F D C C O N N E C T I O N F I R E H Y D R A N T & V A L V E A S S E M B L Y 4 " F I R E S E R V I C E B A C K F L O W T O B E L O C A T E D W I T H I N B U I L D I N G S P R I N K L E R R O O M 8 " x 8 " T E E 8 " G V W E S T O F T E E 8 " G V S O U T H O F T E E 4 " F I R E S E R V I C E B A C K F L O W T O B E L O C A T E D W I T H I N B U I L D I N G S P R I N K L E R R O O M 8" x 8" TEE8" GV WEST OF TEE8" GV NORTH OF TEE 4 " F I R E S E R V I C E B A C K F L O W T O B E L O C A T E D W I T H I N B U I L D I N G S P R I N K L E R R O O M F D C C O N N E C T I O N 4 " F I R E S E R V I C E B A C K F L O W T O B E L O C A T E D W I T H I N B U I L D I N G S P R I N K L E R R O O M F I R E H Y D R A N T & V A L V E A S S E M B L Y 4 " S A N . S E W E R L A T E R A L S A N . S E W E R C L E A N O U T 4 " S A N . S E W E R L A T E R A L S A N . S E W E R C L E A N O U T F I R E H Y D R A N T & V A L V E A S S E M B L Y 8 " x 8 " T E E 8 " G V W E S T O F T E E 8 " G V N O R T H O F T E E 4 " F I R E S E R V I C E B A C K F L O W T O B E L O C A T E D W I T H I N B U I L D I N G S P R I N K L E R R O O M F D C C O N N E C T I O N 8 " x 8 " T E E 8 " G V W E S T O F T E E 8 " G V N O R T H O F T E E 4" FIRE SE R V I C E BACKFLOW TO BE LO C A T E D WITHIN BUILDING SPRI N K L E R R O O M FIRE HYDRANT &VALVE ASSEMBLY I N D I V I D U A L 5 / 8 " W A T E R M E T E R & 4 " S A N I T A R Y S E W E R L A T E R A L P E R U N I T INDIVIDUAL 5/8" WATER METER& 4" SANITARY SEWER LATERALPER UNITINDIVIDUAL 5/8" W A T E R M E T E R & 4" SANITARY S E W E R L A T E R A L PER U N I T 8" GATE VALVE8" PLUG W/ 2" TAP2" BLOW-OFF ASSEMBLY 8 " G A T E V A L V E 8 " P L U G W / 2 " T A P 2 " B L O W - O F F A S S E M B L Y 8" WATER MAIN P R O P . S A N . S E W E R M A N H O L E 4 " S A N . S E W E R L A T E R A L 8" PRIVATE WATER MAIN%(1'%(1'%(1'8" x 8" TEE8" GV WEST OF TEE8" GV SOUTH OF TEE P A V E M E N T O P E N C U T F O R U T I L I T Y I N S T A L L A T I O N F D C S T A N D P I P E F D C S T A N D P I P E STEEL CASING FOR SS ATRETAINING WALL CROSSINGSFIRE H Y D R A N T & VALVE A S S E M B L Y FDC STAND PIPE F D C S T A N D P I P E %(1' 2 " D O M E S T I C S E R V I C E B A C K F L O W T O B E L O C A T E D W I T H I N B U I L D I N G 2 " D O M E S T I C S E R V I C E B A C K F L O W T O B E L O C A T E D W I T H I N B U I L D I N G 2 " D O M E S T I C S E R V I C E B A C K F L O W T O B E L O C A T E D W I T H I N B U I L D I N G 2" DOMESTIC SERVICE BACKFLOWTO BE LOCATEDWITHIN BUILDING 2 " D O M E S T I C S E R V I C E B A C K F L O W T O B E L O C A T E D W I T H I N B U I L D I N G 2 " D O M E S T I C S E R V I C E B A C K F L O W T O B E L O C A T E D W I T H I N B U I L D I N G 2 " D O M E S T I C S E R V I C E B A C K F L O W T O B E L O C A T E D W I T H I N B U I L D I N G F O R I N F O R M A T I O N A L P U R P O S E S O N L Y Bu i l d i n g 2 (3 1 G ) Wa t e r F e a t u r e / P o n d Lak e w o o d A v e n u e P r o p o s e d M e m p h i s S t r e e t S . R o x b o r o S t r e e t Pro p o s e d C h e s t n u t S t r e e t 50’ Ped e s t r i a n M a l l P r o p o s e d C h e s t n u t S t r e e t Bu i l d i n g 1 (3 4 G ) Po o l St o r a g e B u i l d i n g Ga z e b o Ty p i c a l T r a s h E n c l o s u r e Fu t u r e D e v e l o p m e n t Ty p i c a l B i k e Pa r k i n g Tr a s h E n c l o s u r e Bu i l d i n g 6 (9 G ) Bu i l d i n g 3 (1 0 G ) Bu i l d i n g 4 (1 0 G ) Bu i l d i n g 5 (1 0 G ) Bu i l d i n g 7 (4 T ) Bu i l d i n g 8 (3 T ) Bu i l d i n g 9 (9 G ) Bu i l d i n g 1 0 (3 T ) Bu i l d i n g 1 2 (4 G ) Building 11 (9G) Bu s S t o p Bu s S t o p 1 2 3 4 5 9 7 8 6 1 2 54 6 7 8 9 3 Pro p o s e d C h e s t n u t S t r e e t Lak e w o o d A v e n u e P r o p o s e d C h e s t n u t S t r e e t S . R o x b o r o S t r e e t P r o p o s e d M e m p h i s S t r e e t 7 ' - 7 " 3' - 4 " PA T I O 5' - 1 1 " 3' - 4 " 9' - 1 0 " 3' - 9 " 16 ' - 2 " 3' - 9 " 9' - 1 0 " 3' - 3 " 5' - 1 1 " 61 ' - 9 " 2 ' - 5 " 3 4 ' - 1 " 3 6 ' - 7 " WH ME C H PA N . PA N . PA N . 3' - 1 0 " 7' - 4 " X 3 ' - 4 " BI K E S T O R A G E WH ME C H WH ME C H 16 ' - 1 0 " 16 ' - 2 " 16 ' - 1 0 " 3 4 ' - 1 " 49 ' - 1 1 " Un i t N a m e Bu i l d i n g D a t a a n d U n i t S u m m a r y : B u i l d i n g 3 T Qu a n t i t y of U n i t s De s c r i p t i o n o f U n i t s Unit Net SF Un i t 1 Un i t 2 2 B e d r o o m s - 1 1 / 2 B a t h s 1 1 Su b t o t a l Bl d g T o t a l s 3 Unit Heated SF Un i t 3 1 3 2 B e d r o o m s - 1 1 / 2 B a t h s 2 B e d r o o m s - 1 1 / 2 B a t h s 1,136 1,118 1,1361,037 1,025 1,037 3,099 3,390 Gr a n d T o t a l - 2 b l d g s 6 3,099 3,390 6,198 6,780Balcony/Porch Patios Storage Total AuxiliaryAuxiliary 72 7223 23195 195TotalAuxiliary 72100100 100 23 1951,331 1,313 1,331 3,975 3,975 7,950 BR I C K V E N E E R SI D I N G CO R N E R B O A R D FIRST FLOOR BUILDING PLAN 0' - 0"SECOND FLOOR BUILDING PLAN 10' - 6"TRUSS BEARING 18' - 7 1/2"GRADEDATUM LINE 389.5 -1' - 0"SIDINGEXTERIOR TRIM BRICK, TYP.STORAGE ACBB AC D FIRST FLOOR BUILDING PLAN 0' - 0"SECOND FLOOR BUILDING PLAN 10' - 6"TRUSS BEARING 18' - 7 1/2"GRADEDATUM LINE 389.5 -1' - 0"SIDINGEXTERIOR TRIM BICYCLE STORAGEBB C A ABBC C A B B FIRST FLOOR BUILDING PLAN 0' - 0"SECOND FLOOR BUILDING PLAN 10' - 6"TRUSS BEARING 18' - 7 1/2"GRADEDATUM LINE 389.5 -1' - 0"SIDINGEXTERIOR TRIM BRICK, TYP.STORAGEBB C ACD A FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R BU I L D I N G P L A N 10 ' - 6 " TR U S S B E A R I N G 18 ' - 7 1 / 2 " GR A D E DA T U M L I N E 3 8 9 . 5 -1 ' - 0 " 1 0 ' - 6 " 1 ' - 3 " SI D I N G EX T E R I O R T R I M BR I C K , T Y P . MA S O N R Y B A S E 48 ' - 5 " MA I N E N T R A N C E 2 5 ' - 5 1 / 2 " . B U I L D I N G H E I G H T B B D C D A C B B B B C D D SHEET NUMBER:© 2012 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.ARCHITECT'S JOB NO:UNIT TYPE88 UNION CENTER SUITE 106, MEMPHIS, TENNESSEE 38103 (901) 526 . 5080 FAX: (901) 526 . 5081 WWW.ARCHINCMEMPHIS.COMISSUE DATE: D O N O T S C A L E D R A W I N G S . S H E E T S M A Y B E D I S T O R T E D B Y T H E R E P R O D U C T I O N P R O C E S S . U S E P R O V I D E D D I M E N S IO N S A N D N O T E S O N L Y . I F N O T S H O W N , R E Q U E S T C L A R I F I C A T I O N F R O M T H E A R C H I T E C T . C O N T R A C T O R S H A L L V E R I F Y ALL DIMENSIONS AND CONDITIONS IN FIELD.NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION 95 SOUTH TENTH STREET PITTSBURGH, PENNSYLVANIA 15203 T: 412.488.8822 F: 412.488.8825720 OLIVE STREET SUITE 2500 ST. LOUIS, MO 63101 T: 314.621.3400 F: 314.421.3289 MCCORMACK BARON SALAZAR LAQUATRA BONCI ASSOCIATES 2 - 2.1bSOUTHSIDE EAST REVITALIZATION PHASE 1 1030PROGRESS PRINT 3-1-12 3T -Durham2/14/12 2/1/12 1 / 8 " = 1 ' - 0 " 1 2B D R U N I T P L A N - F I R S T F L O O R - So u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 2 2B D R U N I T P L A N - S E C O N D F L O O R - So u t h s i d e E a s t 1 / 1 6 " = 1 ' - 0 " 3 FI R S T F L O O R B U I L D I N G P L A N - S o u t h s i d e Ea s t 1 / 1 6 " = 1 ' - 0 " 4 SE C O N D F L O O R B U I L D I N G P L A N - So u t h s i d e E a s t 3 / 4 " = 1 ' - 0 " 9 BR I C K / S I D I N G C O R N E R 1 / 8 " = 1 ' - 0 " 6 EA S T - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 7 NO R T H - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 8 WE S T - S o u t h s i d e E a s t BUILDING 8 1 / 4 " = 1 ' - 0 " 5 SO U T H - S o u t h s i d e E a s t FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R BU I L D I N G P L A N 10 ' - 6 " TR U S S B E A R I N G 18 ' - 7 1 / 2 " GR A D E DA T U M L I N E 3 8 9 . 5 -1 ' - 0 " 1 0 ' - 6 " 1 ' - 3 " SI D I N G EX T E R I O R T R I M BR I C K , T Y P . MA S O N R Y B A S E 48 ' - 5 " MA I N E N T R A N C E 2 5 ' - 5 1 / 2 " . B U I L D I N G H E I G H T B B D C D A CB B B B C D D FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R BU I L D I N G P L A N 10 ' - 6 " TR U S S B E A R I N G 18 ' - 7 1 / 2 " GR A D E DA T U M L I N E 3 8 9 . 5 -1 ' - 0 " SI D I N G EX T E R I O R T R I M BI C Y C L E ST O R A G E B B C A A B B C C A B B FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R BU I L D I N G P L A N 10 ' - 6 " TR U S S B E A R I N G 18 ' - 7 1 / 2 " GR A D E DA T U M L I N E 3 8 9 . 5 -1 ' - 0 " SI D I N G EX T E R I O R T R I M BR I C K , T Y P . ST O R A G E A CB B A C D FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R BU I L D I N G P L A N 10 ' - 6 " TR U S S B E A R I N G 18 ' - 7 1 / 2 " GR A D E DA T U M L I N E 3 8 9 . 5 -1 ' - 0 " SI D I N G EX T E R I O R T R I M BR I C K , T Y P . ST O R A G E B B C A C D A SHEET NUMBER:© 2012 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.ARCHITECT'S JOB NO:UNIT TYPE88 UNION CENTER SUITE 106, MEMPHIS, TENNESSEE 38103 (901) 526 . 5080 FAX: (901) 526 . 5081 WWW.ARCHINCMEMPHIS.COMISSUE DATE: D O N O T S C A L E D R A W I N G S . S H E E T S M A Y B E D I S T O R T E D B Y T H E R E P R O D U C T I O N P R O C E S S . U S E P R O V I D E D D I M E N S IO N S A N D N O T E S O N L Y . I F N O T S H O W N , R E Q U E S T C L A R I F I C A T I O N F R O M T H E A R C H I T E C T . C O N T R A C T O R S H A L L V E R I F Y ALL DIMENSIONS AND CONDITIONS IN FIELD.NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION 95 SOUTH TENTH STREET PITTSBURGH, PENNSYLVANIA 15203 T: 412.488.8822 F: 412.488.8825720 OLIVE STREET SUITE 2500 ST. LOUIS, MO 63101 T: 314.621.3400 F: 314.421.3289 MCCORMACK BARON SALAZAR LAQUATRA BONCI ASSOCIATES 2 - 2.1cSOUTHSIDE EAST REVITALIZATION PHASE 1 1030PROGRESS PRINT 3-1-12 3T2/14/12 REV 2/7/12FULL FACADE WIDTH = 50'- 8"1ST FLOOR HEIGHT = 12' - 6"2ND FLOOR HEIGHT = 8' - 2"GLAZING SF @ WINDOW B = 21 SF GLAZING SF @ WINDOW C = 24.5 SF GLAZING SF @ WINDOW D = 21 SF DOOR = 24 SF 1ST FLOOR (21 SF x 4) =(24.5 SF x 3)+ 24 SF = 181.5 SF 50' - 8" x 12' - 6" = 633 SF 181.5 SF/633 SF = 29% FENESTRATION AT 1ST FLOOR 2ND FLOOR (21 SF x 6) = 126 SF 50' - 8" x 8' - 2" = 414 SF 126 SF/414 SF = 30% FENESTRATION AT 2ND FLOOR FULL FACADE WIDTH = 34'- 1"1ST FLOOR HEIGHT = 12' - 6"2ND FLOOR HEIGHT = 8' - 2"GLAZING SF @ WINDOW B = 21 SF GLAZING SF @ WINDOW C = 24.5 SF GLAZING SF @ WINDOW D = 21 SF DOOR = 24 SF 1ST FLOOR (24.5 SF x 2) + (24 SF x 2) + 21SF = 118 SF 34' - 1" x 12' - 6" = 426 SF 118 SF/426 SF = 28% FENESTRATION AT 1ST FLOOR 2ND FLOOR (21 SF x 2) = 42 SF 34' - 1" x 8' - 2" = 278 SF 42 SF/278 SF = 15% FENESTRATION AT 2ND FLOOR FULL FACADE WIDTH = 50'- 8"1ST FLOOR HEIGHT = 12' - 6"2ND FLOOR HEIGHT = 8' - 2"GLAZING SF @ WINDOW B = 21 SF GLAZING SF @ WINDOW C = 24.5 SF GLAZING SF @ WINDOW D = 21 SF DOOR = 24 SF 1ST FLOOR (24.5 SF x 3) + (24 SF x 3) = 145.5 SF 50' - 8" x 12' - 6" = 633 SF 145.5 SF/633 SF = 23% FENESTRATION AT 1ST FLOOR 2ND FLOOR (21 SF x 6) = 126 SF 50' - 8" x 8' - 2" = 414 SF 126 SF/414 SF = 30% FENESTRATION AT 2ND FLOORFULL FACADE WIDTH = 34'- 1"1ST FLOOR HEIGHT = 12' - 6"2ND FLOOR HEIGHT = 8' - 2"GLAZING SF @ WINDOW B = 21 SF GLAZING SF @ WINDOW C = 24.5 SF GLAZING SF @ WINDOW D = 21 SF DOOR = 24 SF 1ST FLOOR (24.5 SF x 2) + (24 SF x 2) + 21SF = 118 SF 34' - 1" x 12' - 6" = 426 SF 118 SF/426 SF = 28% FENESTRATION AT 1ST FLOOR 2ND FLOOR (21 SF x 2) = 42 SF 34' - 1" x 8' - 2" = 278 SF 42 SF/278 SF = 15% FENESTRATION AT 2ND FLOOR 1 / 8 " = 1 ' - 0 " 1 Fe n e s t r a t i o n o f F R O N T - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 2 Fe n e s t r a t i o n o f R E A R - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 3 Fe n e s t r a t i o n o f S I D E A - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 4 Fe n e s t r a t i o n o n S I D E B - S o u t h s i d e E a s t R E F . DW R E F . DW R E F . DW R E F . DW R E F . DW 7 ' - 7 " 3' - 4 " PA T I O 7 ' - 7 " 3' - 3 " PA T I O 7' - 4 " X 3 ' - 4 " BI K E S T O R A G E Un i t N a m e Bu i l d i n g D a t a a n d U n i t S u m m a r y : B u i l d i n g 4 T Qu a n t i t y of U n i t s De s c r i p t i o n o f U n i t s Unit Net SF Un i t 2 Un i t 1 ( i ) 3 B e d r o o m s - 2 . 5 B a t h s 1 1 Su b t o t a l Bl d g T o t a l s 4 Unit Heated SF Un i t 2 ( i ) 1 4 2 B e d r o o m s - 1 1 / 2 B a t h s 3 B e d r o o m s - 2 . 5 B a t h s Un i t 1 ( m ) ( s ) 1 2 B e d r o o m s - 1 1 / 2 B a t h s 1,392 1,117 1,388 1,1241,287 1,024 1,287 1,024 4,622 5,021 4,622 5,021211Balcony/Porch Patios Storage Total AuxiliaryAuxiliary 87.5 87.523 23211 211Total Unit Gr a n d T o t a l 87.5 87.5 4 4,622 5,02110010010010023232111,603 1,328 1,599 1,335 5,863 5,863 FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R 10 ' - 6 " TR U S S B E A R I N G 18 ' - 8 " GR A D E DA T U M L I N E - 38 5 . 8 8 -1 ' - 0 " 10' - 6"8' - 2" SI D I N G BR I C K EX T E R I O R T R I M MA S O N R Y B A S E 7' - 5" 78 ' - 5 " 22 % F E N E S T R A T I O N 24 % F E N E S T R A T I O N MA I N E N T R A N C E 23' - 3"BUILDING HEIGHT H H G F G C B C F F H H F A C B C F F A A FIRST FLOOR B -0' - 8"SECOND FLOOR B 9' - 10" FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R 10 ' - 6 " TR U S S B E A R I N G 18 ' - 8 " GR A D E DA T U M L I N E - 38 5 . 8 8 -1 ' - 0 " SI D I N G BR I C K EX T E R I O R T R I M BI K E S T O R A G E A E A F F F A FI R S T F L O O R B -0 ' - 8 " SE C O N D F L O O R B 9' - 1 0 " FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R 10 ' - 6 " TR U S S B E A R I N G 18 ' - 8 " GR A D E DA T U M L I N E - 38 5 . 8 8 -1 ' - 0 " SI D I N G EX T E R I O R T R I M BI K E ST O R A G E A A F E A A A A F A A A FAAAA EAA F A FIRST FLOOR B -0' - 8"SECOND FLOOR B 9' - 10" FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R 10 ' - 6 " TR U S S B E A R I N G 18 ' - 8 " GR A D E DA T U M L I N E - 38 5 . 8 8 -1 ' - 0 " SIDINGBRICKEXTERIOR TRIM BIKE STORAGE FAEAF A A FIRST FLOOR B -0' - 8"SECOND FLOOR B 9' - 10"SHEET NUMBER:© 2012 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.ARCHITECT'S JOB NO:UNIT TYPE88 UNION CENTER SUITE 106, MEMPHIS, TENNESSEE 38103 (901) 526 . 5080 FAX: (901) 526 . 5081 WWW.ARCHINCMEMPHIS.COMREVISION DATE: D O N O T S C A L E D R A W I N G S . S H E E T S M A Y B E D I S T O R T E D B Y T H E R E P R O D U C T I O N P R O C E S S . U S E P R O V I D E D D I M E N S IO N S A N D N O T E S O N L Y . I F N O T S H O W N , R E Q U E S T C L A R I F I C A T I O N F R O M T H E A R C H I T E C T . C O N T R A C T O R S H A L L V E R I F Y ALL DIMENSIONS AND CONDITIONS IN FIELD.NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION 95 SOUTH TENTH STREET PITTSBURGH, PENNSYLVANIA 15203 T: 412.488.8822 F: 412.488.8825720 OLIVE STREET SUITE 2500 ST. LOUIS, MO 63101 T: 314.621.3400 F: 314.421.3289 MCCORMACK BARON SALAZAR LAQUATRA BONCI ASSOCIATES 2 - 2.2bSOUTHSIDE EAST REVITALIZATION PHASE 1 1030PROGRESS PRINT 3-1-12 4T -DURHAM2/1/12 1 / 8 " = 1 ' - 0 " 1 2B D R U N I T P L A N - F I R S T F L O O R - So u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 2 2B D R U N I T P L A N - S E C O N D F L O O R - So u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 3 3B D R U N I T P L A N - F I R S T F L O O R - So u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 4 3B D R U N I T P L A N - S E C O N D F L O O R - So u t h s i d e E a s t 1 / 1 6 " = 1 ' - 0 " 5 FI R S T F L O O R B U I L D I N G P L A N - S o u t h s i d e Ea s t 1 / 1 6 " = 1 ' - 0 " 6 SE C O N D F L O O R B U I L D I N G P L A N - So u t h s i d e E a s t 1 / 4 " = 1 ' - 0 " 7 SO U T H - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 8 WE S T - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 9 NO R T H - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 10 EA S T - S o u t h s i d e E a s t BUILDING 7 FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R 10 ' - 6 " TR U S S B E A R I N G 18 ' - 8 " GR A D E DA T U M L I N E - 38 5 . 8 8 -1 ' - 0 " 1 0 ' - 6 " 8 ' - 2 " SI D I N G BR I C K EX T E R I O R T R I M MA S O N R Y B A S E 7 ' - 5 " 78 ' - 5 " MA I N E N T R A N C E 2 3 ' - 3 " B U I L D I N G H E I G H T H H G F G C B C F F H H F A C B C F F A A FI R S T F L O O R B -0 ' - 8 " SE C O N D F L O O R B 9' - 1 0 " FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R 10 ' - 6 " TR U S S B E A R I N G 18 ' - 8 " GR A D E DA T U M L I N E - 38 5 . 8 8 -1 ' - 0 " SI D I N G BR I C K EX T E R I O R T R I M BI K E S T O R A G E A E A F F F A FI R S T F L O O R B -0 ' - 8 " SE C O N D F L O O R B 9' - 1 0 " FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R 10 ' - 6 " TR U S S B E A R I N G 18 ' - 8 " GR A D E DA T U M L I N E - 38 5 . 8 8 -1 ' - 0 " SI D I N G EX T E R I O R T R I M BI K E ST O R A G E A A F E A A A A F A A A F A A A A E A A F A FI R S T F L O O R B -0' - 8" SE C O N D F L O O R B 9' - 1 0 " FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R 10 ' - 6 " TR U S S B E A R I N G 18 ' - 8 " GR A D E DA T U M L I N E - 38 5 . 8 8 -1 ' - 0 " SI D I N G BR I C K EX T E R I O R T R I M BI K E ST O R A G E F A E A F A A FI R S T F L O O R B -0' - 8" SE C O N D F L O O R B 9' - 10"SHEET NUMBER:© 2012 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.ARCHITECT'S JOB NO:UNIT TYPE88 UNION CENTER SUITE 106, MEMPHIS, TENNESSEE 38103 (901) 526 . 5080 FAX: (901) 526 . 5081 WWW.ARCHINCMEMPHIS.COMREVISION DATE: D O N O T S C A L E D R A W I N G S . S H E E T S M A Y B E D I S T O R T E D B Y T H E R E P R O D U C T I O N P R O C E S S . U S E P R O V I D E D D I M E N S IO N S A N D N O T E S O N L Y . I F N O T S H O W N , R E Q U E S T C L A R I F I C A T I O N F R O M T H E A R C H I T E C T . C O N T R A C T O R S H A L L V E R I F Y ALL DIMENSIONS AND CONDITIONS IN FIELD.NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION 95 SOUTH TENTH STREET PITTSBURGH, PENNSYLVANIA 15203 T: 412.488.8822 F: 412.488.8825720 OLIVE STREET SUITE 2500 ST. LOUIS, MO 63101 T: 314.621.3400 F: 314.421.3289 MCCORMACK BARON SALAZAR LAQUATRA BONCI ASSOCIATES 2 - 2.2cSOUTHSIDE EAST REVITALIZATION PHASE 1 1030PROGRESS PRINT 3-1-12 4T2/1/12FULL FACADE WIDTH = 78'- 5"1ST FLOOR HEIGHT = 12' - 6"2ND FLOOR HEIGHT = 8' - 2"GLAZING SF @ WINDOW A = 18 SF GLAZING SF @ WINDOW F = 23 SF GLAZING SF @ WINDOW E = 8 SF GLAZING SF @ WINDOW G = 16 SF GLAZING SF @ WINDOW H = 16.5 SF GLAZING SF @ WINDOW I = 14 SF DOOR = 24 SF 1ST FLOOR (23 SF x 6) + (16 SF x 2) +(24 SF x 3) = 242 SF 78' - 5" x 12' - 6" = 980 SF 242 SF/980 SF = 25% FENESTRATION AT 1ST FLOOR 2ND FLOOR (14 SF x 4) + (18 SF x 4) +(16.5 SF x 2) = 161 SF 78' - 5" x 8' - 2" = 641 SF 161 SF/631 SF = 26% FENESTRATION AT 2ND FLOOR FULL FACADE WIDTH = 33'- 10"1ST FLOOR HEIGHT = 12' - 6"2ND FLOOR HEIGHT = 8' - 2"GLAZING SF @ WINDOW A = 18 SF GLAZING SF @ WINDOW F = 23 SF GLAZING SF @ WINDOW E = 8 SF GLAZING SF @ WINDOW G = 16 SF GLAZING SF @ WINDOW H = 16.5 SF GLAZING SF @ WINDOW I = 14 SF DOOR = 24 SF 1ST FLOOR (23 SF x 3) + 24 SF = 93 SF 33' - 10" x 12' - 6" = 423 SF 93 SF/423 SF = 22% FENESTRATION AT 1ST FLOOR 2ND FLOOR (18 SF x 2) + 8 SF = 44 SF 33' - 10" x 8' - 2" = 276 SF 44 SF/276 SF = 16% FENESTRATION AT 2ND FLOOR FULL FACADE WIDTH = 33'- 10"1ST FLOOR HEIGHT = 12' - 6"2ND FLOOR HEIGHT = 8' - 2"GLAZING SF @ WINDOW A = 18 SF GLAZING SF @ WINDOW B = 15 SF GLAZING SF @ WINDOW C = 12.5 SF GLAZING SF @ WINDOW D = 15 SF GLAZING SF @ WINDOW E = 8 SF DOOR = 24 SF 1ST FLOOR (23 SF x 2) + (24 SF x 2) = 94 SF 33' - 10" x 12' - 6" = 423 SF 94 SF/423 SF = 22% FENESTRATION AT 1ST FLOOR 2ND FLOOR (18 SF x 2) + 8 SF = 44 SF 33' - 10" x 8' - 2" = 276 SF 44 SF/276 SF = 16% FENESTRATION AT 2ND FLOORFULL FACADE WIDTH = 78'- 9"1ST FLOOR HEIGHT = 12' - 6"2ND FLOOR HEIGHT = 8' - 2"GLAZING SF @ WINDOW A = 18 SF GLAZING SF @ WINDOW F = 23 SF GLAZING SF @ WINDOW E = 8 SF GLAZING SF @ WINDOW G = 16 SF GLAZING SF @ WINDOW H = 16.5 SF GLAZING SF @ WINDOW I = 14 SF DOOR = 24 SF 1ST FLOOR (23 SF x 4) + (8 SF x 2) +(24 SF x 4) = 204 SF 78' - 9" x 12' - 6" = 984 SF 204 SF/984 SF = 21% FENESTRATION AT 1ST FLOOR 2ND FLOOR (18 SF x 12) = 216 SF 78' - 9" x 8' - 2" = 643 SF 216 SF/643 SF = 34% FENESTRATION AT 2ND FLOOR 1 / 8 " = 1 ' - 0 " 1 Fe n e s t r a t i o n o f F R O N T - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 2 Fe n e s t r a t i o n o f S I D E B - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 3 Fe n e s t r a t i o n o f R E A R - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 4 Fe n e s t r a t i o n o f S I D E A - S o u t h s i d e E a s t D W D W D W D W 11' - 3"2' - 1"6' - 3"11' - 3"6' - 3"2' - 1" Un i t N a m e Bu i l d i n g D a t a a n d U n i t S u m m a r y : B u i l d i n g 4 G M o d i f i e d Qu a n t i t y of U n i t s Description of Units Unit Net SF Unit Heated SFBuilding Heated SF Un i t 3 3 Bedrooms - 2.5 Baths 2 Su b t o t a l u n i t s Bu i l d i n g T o t a l s Building Net SF Un i t 4 2 Bedroom - 1 Bath 4 Gr a n d T o t a l s Br e e z w a y 66 1,346 1,0322,692 4,128 6,8201,233 2,466 933 3,732 2,378 2,166 6,198 798 6,820 6,198Balcony/Porch Patios Storage Total AuxiliaryTOTAL BuildingAuxiliary 70.5 70.523 23187 3742,879 4,502 7,381 798 8,179 6 6,820 6,198 BI K E R A C K S FIRST FLOOR BUILDING PLAN 0' - 0"SECOND FLOOR BUILDING PLAN 10' - 0"THIRD FLOOR 20' - 0"TRUSS BEARING 30' - 0"GRADEDATUM LINE 392.26 -1' - 0" BR I C K PV C S H U T T E R S MA S O N R Y B A S E 8 ' - 9 " MAIN ENTRANCE 3 5 ' - 4 1 / 2 " . B U I L D I N G H E I G H T DAA A A D A AA A A D A D D DA AA A A A A A A BC FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R BU I L D I N G P L A N 10 ' - 0 " TH I R D F L O O R 20 ' - 0 " TR U S S B E A R I N G 30 ' - 0 " GR A D E DA T U M L I N E 3 9 2 . 2 6 -1 ' - 0 " SI D I N G EX T E R I O R T R I M BR I C K 47 ' - 1 " A A A A A D D DA A A A FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R BU I L D I N G P L A N 10 ' - 0 " TH I R D F L O O R 20 ' - 0 " TR U S S B E A R I N G 30 ' - 0 " GR A D E DA T U M L I N E 3 9 2 . 2 6 -1 ' - 0 " SI D I N G EX T E R I O R TR I M BR I C K A A A A D D DA A AA A FIRST FLOOR BUILDING PLAN 0' - 0"SECOND FLOOR BUILDING PLAN 10' - 0"THIRD FLOOR 20' - 0"TRUSS BEARING 30' - 0"GRADEDATUM LINE 392.26 -1' - 0"SIDING EXTERIOR TRIM 80' - 6"A A D D D D D D D D D DAA A A A A A A A A A A A A A A A A SHEET NUMBER:© 2012 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.ARCHITECT'S JOB NO:UNIT TYPE88 UNION CENTER SUITE 106, MEMPHIS, TENNESSEE 38103 (901) 526 . 5080 FAX: (901) 526 . 5081 WWW.ARCHINCMEMPHIS.COMREVISION DATE: D O N O T S C A L E D R A W I N G S . S H E E T S M A Y B E D I S T O R T E D B Y T H E R E P R O D U C T I O N P R O C E S S . U S E P R O V I D E D D I M E N S IO N S A N D N O T E S O N L Y . I F N O T S H O W N , R E Q U E S T C L A R I F I C A T I O N F R O M T H E A R C H I T E C T . C O N T R A C T O R S H A L L V E R I F Y ALL DIMENSIONS AND CONDITIONS IN FIELD.NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION 95 SOUTH TENTH STREET PITTSBURGH, PENNSYLVANIA 15203 T: 412.488.8822 F: 412.488.8825720 OLIVE STREET SUITE 2500 ST. LOUIS, MO 63101 T: 314.621.3400 F: 314.421.3289 MCCORMACK BARON SALAZAR LAQUATRA BONCI ASSOCIATES 2 - 2.3bSOUTHSIDE EAST REVITALIZATION PHASE 1 1030PROGRESS PRINT 3-1-12 4G -Durham2/14/12 1/8" = 1'-0"5 2BDR UNIT PLAN - Southside East 1/8" = 1'-0"6 3BDR UNIT PLAN -Southside East 1 / 1 6 " = 1 ' - 0 " 7 SE C O N D F L O O R B U I L D I N G P L A N - So u t h s i d e E a s t 1 / 1 6 " = 1 ' - 0 " 8 FI R S T F L O O R B U I L D I N G P L A N - S o u t h s i d e Ea s t 1 / 4 " = 1 ' - 0 " 1 WE S T - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 2 NO R T H - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 3 SO U T H - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 4 EA S T - S o u t h s i d e E a s t BUILDING 12 FI R S T F L O O R BU I L D I N G P L A N 0' - 0" SE C O N D F L O O R BU I L D I N G P L A N 10' - 0" TH I R D F L O O R 20' - 0" TR U S S B E A R I N G 30' - 0"GRADE DA T U M L I N E 3 9 2 . 2 6 -1' - 0" 9 ' - 0 " 1 ' - 0 " 9 ' - 0 " 1 ' - 0 " 9 ' - 0 " 1 ' - 0 " BR I C K PV C S H U T T E R S MA S O N R Y B A S E 8 ' - 9 " MA I N E N T R A N C E 3 5 ' - 4 1 / 2 " . B U I L D I N G H E I G H T DAA A A D AAA A A D A D D DA AA A A A A A A BC FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R BU I L D I N G P L A N 10 ' - 0 " TH I R D F L O O R 20 ' - 0 " TR U S S B E A R I N G 30 ' - 0 " GR A D E DA T U M L I N E 3 9 2 . 2 6 -1 ' - 0 " SI D I N G EX T E R I O R T R I M BR I C K 47 ' - 1 " A A A A A D D DA A A A FIRST FLOOR BUILDING PLAN 0' - 0"SECOND FLOOR BUILDING PLAN 10' - 0"THIRD FLOOR 20' - 0"TRUSS BEARING 30' - 0"GRADEDATUM LINE 392.26 -1' - 0" SI D I N G EX T E R I O R T R I M 80 ' - 6 " A A D D D D D D D D D DAA A A A A A A A A A A A A A A A A FIRST FLOOR BUILDING PLAN 0' - 0"SECOND FLOOR BUILDING PLAN 10' - 0"THIRD FLOOR 20' - 0"TRUSS BEARING 30' - 0"GRADEDATUM LINE 392.26 -1' - 0"SIDING EXTERIOR TRIMBRICK A A A A D D DA A AA A SHEET NUMBER:© 2012 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.ARCHITECT'S JOB NO:UNIT TYPE88 UNION CENTER SUITE 106, MEMPHIS, TENNESSEE 38103 (901) 526 . 5080 FAX: (901) 526 . 5081 WWW.ARCHINCMEMPHIS.COMREVISION DATE: D O N O T S C A L E D R A W I N G S . S H E E T S M A Y B E D I S T O R T E D B Y T H E R E P R O D U C T I O N P R O C E S S . U S E P R O V I D E D D I M E N S IO N S A N D N O T E S O N L Y . I F N O T S H O W N , R E Q U E S T C L A R I F I C A T I O N F R O M T H E A R C H I T E C T . C O N T R A C T O R S H A L L V E R I F Y ALL DIMENSIONS AND CONDITIONS IN FIELD.NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION 95 SOUTH TENTH STREET PITTSBURGH, PENNSYLVANIA 15203 T: 412.488.8822 F: 412.488.8825720 OLIVE STREET SUITE 2500 ST. LOUIS, MO 63101 T: 314.621.3400 F: 314.421.3289 MCCORMACK BARON SALAZAR LAQUATRA BONCI ASSOCIATES 2 - 2.3cSOUTHSIDE EAST REVITALIZATION PHASE 1 1030PROGRESS PRINT 3-1-12 4G2/14/12FULL FACADE WIDTH = 80'- 11"1ST FLOOR HEIGHT = 12' - 0"2ND FLOOR HEIGHT = 10' - 0"3RD FLOOR HEIGHT = 10' - 0"GLAZING SF @ WINDOW A = 18 SF GLAZING SF @ WINDOW B = 42 SF GLAZING SF @ WINDOW C = 55 SF GLAZING SF @ WINDOW D = 21 SF DOOR = 24 SF 1ST FLOOR (21 SF x 6) +(24 SF x 3) = 198 SF 80' - 11" x 12' - 0" = 971 SF 198 SF/971 SF = 20% FENESTRATION AT 1ST FLOOR 2ND FLOOR 42 + (18 SF x 6) +(24 SF x 2) = 198 SF 80' - 11" x 10' - 0" = 809 SF 198 SF/809 SF = 25% FENESTRATION AT 2ND FLOOR 3RD FLOOR 55 + (18 SF x 6) +(24 SF x 2) = 211 SF 80' - 11" x 10' - 0" = 809 SF 211 SF/809 SF = 26% FENESTRATION AT 3RD FLOOR FU L L F A C A D E W I D T H = 4 7 ' - 2 " 1S T F L O O R H E I G H T = 1 2 ' - 0 " 2N D F L O O R H E I G H T = 1 0 ' - 0 " 3R D F L O O R H E I G H T = 1 0 ' - 0 " GL A Z I N G S F @ W I N D O W A = 1 8 S F GL A Z I N G S F @ W I N D O W B = 4 2 S F GL A Z I N G S F @ W I N D O W C = 5 5 S F GL A Z I N G S F @ W I N D O W D = 2 1 S F DO O R = 2 4 S F 1S T F L O O R (2 1 S F x 3 ) + 2 4 S F = 8 7 S F 47 ' - 2 " x 1 2 ' - 0 " = 5 6 6 S F 87 S F / 5 6 6 S F = 15 % F E N E S T R A T I O N A T 1 S T F L O O R 2N D F L O O R (1 8 S F x 3 ) + 2 4 S F = 7 8 S F 47 ' - 2 " x 1 0 ' - 0 " = 4 7 2 S F 78 S F / 4 7 2 S F = 17 % F E N E S T R A T I O N A T 2 N D F L O O R 3R D F L O O R (1 8 S F x 3 ) + 2 4 S F = 7 8 S F 47 ' - 2 " x 1 0 ' - 0 " = 4 7 2 S F 78 S F / 4 7 2 S F = 17 % F E N E S T R A T I O N A T 3 R D F L O O R FULL FACADE WIDTH = 47'- 2"1ST FLOOR HEIGHT = 12' - 0"2ND FLOOR HEIGHT = 10' - 0"3RD FLOOR HEIGHT = 10' - 0"GLAZING SF @ WINDOW A = 18 SF GLAZING SF @ WINDOW B = 42 SF GLAZING SF @ WINDOW C = 55 SF GLAZING SF @ WINDOW D = 21 SF DOOR = 24 SF 1ST FLOOR (21 SF x 3) + 24 SF = 87 SF 47' - 2" x 12' - 0" = 566 SF 87 SF/566 SF = 15% FENESTRATION AT 1ST FLOOR 2ND FLOOR (18 SF x 3) + 24 SF = 78 SF 47' - 2" x 10' - 0" = 472 SF 78 SF/472 SF = 17% FENESTRATION AT 2ND FLOOR 3RD FLOOR (18 SF x 3) + 24 SF = 78 SF 47' - 2" x 10' - 0" = 472 SF 78 SF/472 SF = 17% FENESTRATION AT 3RD FLOOR FULL FACADE WIDTH = 80'- 5"1ST FLOOR HEIGHT = 12' - 0"2ND FLOOR HEIGHT = 10' - 0"3RD FLOOR HEIGHT = 10' - 0"GLAZING SF @ WINDOW A = 18 SF GLAZING SF @ WINDOW B = 42 SF GLAZING SF @ WINDOW C = 55 SF GLAZING SF @ WINDOW D = 21 SF DOOR = 24 SF 1ST FLOOR (21 SF x 10) = 210 SF 80' - 5" x 12' - 0" = 965 SF 210 SF/965 SF = 22% FENESTRATION AT 1ST FLOOR 2ND FLOOR (18 SF x 10) = 180 SF 80' - 5" x 10' - 0" = 804 SF 180 SF/804 SF = 19% FENESTRATION AT 1ST FLOOR 3RD FLOOR (18 SF x 10) = 180 SF 80' - 5" x 10' - 0" = 804 SF 180 SF/804 SF = 19% FENESTRATION AT 1ST FLOOR 1 / 8 " = 1 ' - 0 " 1 Fe n e s t r a t i o n o f F R O N T - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 2 Fe n e s t r a t i o n o f S I D E A - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 3 Fe n e s t r a t i o n o f R E A R - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 4 Fe n e s t r a t i o n o f S I D E B - S o u t h s i d e E a s t UP UP DN D W DN DW Un i t N a m e Bu i l d i n g D a t a a n d U n i t S u m m a r y : B u i l d i n g 9 G Qu a n t i t y of U n i t s De s c r i p t i o n o f U n i t s Un i t N e t S F Un i t H e a t e d SF Bu i l d i n g He a t e d S F Un i t 5 Un i t 6 2 B e d r o o m s - 1 B a t h 1 B e d r o o m - 1 B a t h 3 6 Su b t o t a l U n i t s Bu i l d i n g T o t a l s Bu i l d i n g N e t SF Gr a n d T o t a l Br e e z e w a y 9 1, 0 3 6 77 7 3, 1 0 8 4, 6 6 2 7, 7 7 0 94 5 69 5 2, 8 3 5 4, 1 7 0 9 1, 8 1 3 1, 6 4 0 7, 0 0 5 0 7, 7 7 0 7, 0 0 5 Ba l c o n y / Po r c h Su b t o t a l B u i l d i n g Pa t i o s St o r a g e To t a l A u x i l i a r y To t a l B u i l d i n g 7, 7 7 0 0 7, 0 0 5 Au x i l i a r y 78 . 3 3 78 . 3 3 23 30 4 47 0 3, 4 1 2 5, 1 3 2 8, 5 4 4 82 5 9, 3 6 9 82 5 7, 7 7 0 7, 0 0 5 9 11 ' - 4 " 6' - 7 3 / 4 " 2 ' - 2 1 / 4 " BI K E R A C K S 9' - 5"7' - 6"8' - 0"7' - 5"12' - 10 1/4"17' - 0 1/2"45' - 3 1/2"7' - 9"16' - 8"12' - 6"16' - 8"7' - 9" FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R BU I L D I N G P L A N 10 ' - 0 " TR U S S B E A R I N G 30 ' - 0 " TH I R D F L O O R BU I L D I N G P L A N 20 ' - 0 " DA T U M L I N E 3 8 7 . 9 8 -1 ' - 0 " RO O F 41 ' - 9 " 10' - 0"10' - 0"10' - 0" SI D I N G BR I C K EX T E R I O R T R I M MA S O N R Y B A S E SIDINGEXTERIOR TRIM MA I N E N T R A N C E 38' - 1/2".BUILDING HEIGHT C C C C C C A A A A A A A A A A C C A A A A A A A C SHEET NUMBER:© 2012 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.ARCHITECT'S JOB NO:UNIT TYPE88 UNION CENTER SUITE 106, MEMPHIS, TENNESSEE 38103 (901) 526 . 5080 FAX: (901) 526 . 5081 WWW.ARCHINCMEMPHIS.COMREVISION DATE: D O N O T S C A L E D R A W I N G S . S H E E T S M A Y B E D I S T O R T E D B Y T H E R E P R O D U C T I O N P R O C E S S . U S E P R O V I D E D D I M E N S IO N S A N D N O T E S O N L Y . I F N O T S H O W N , R E Q U E S T C L A R I F I C A T I O N F R O M T H E A R C H I T E C T . C O N T R A C T O R S H A L L V E R I F Y ALL DIMENSIONS AND CONDITIONS IN FIELD.NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION 95 SOUTH TENTH STREET PITTSBURGH, PENNSYLVANIA 15203 T: 412.488.8822 F: 412.488.8825720 OLIVE STREET SUITE 2500 ST. LOUIS, MO 63101 T: 314.621.3400 F: 314.421.3289 MCCORMACK BARON SALAZAR LAQUATRA BONCI ASSOCIATES 2 - 2.4bSOUTHSIDE EAST REVITALIZATION PHASE 1 1030MINOR SITE PLAN SUBMISSION 9G -Durham3/2/12 1 / 8 " = 1 ' - 0 " 5 1B D R U N I T P L A N - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 6 2B D R U N I T P L A N - S o u t h s i d e E a s t 1 / 1 6 " = 1 ' - 0 " 7 FI R S T F L O O R B U I L D I N G P L A N - S o u t h s i d e Ea s t 1/16" = 1'-0"8SECOND FLOOR BUILDING PLAN -Southside EastTHIRD FLOOR SIMILAR BUILDING 11 1 / 4 " = 1 ' - 0 " 1 WE S T - S o u t h s i d e E a s t FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R BU I L D I N G P L A N 10 ' - 0 " TR U S S B E A R I N G 30 ' - 0 " TH I R D F L O O R BU I L D I N G P L A N 20 ' - 0 " DA T U M L I N E 3 8 7 . 9 8 -1 ' - 0 " RO O F 41 ' - 9 " SI D I N G EX T E R I O R T R I M SIDING BR I C K C C C C C C C C C C A A A A A A A A A A A A A A A A A A A A FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R BU I L D I N G P L A N 10 ' - 0 " TR U S S B E A R I N G 30 ' - 0 " TH I R D F L O O R BU I L D I N G P L A N 20 ' - 0 " DA T U M L I N E 3 8 7 . 9 8 -1 ' - 0 " RO O F 41 ' - 9 " SI D I N G BR I C K EX T E R I O R T R I M C C C C A A A A CAA A A CA A A FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R BU I L D I N G P L A N 10 ' - 0 " TR U S S B E A R I N G 30 ' - 0 " TH I R D F L O O R BU I L D I N G P L A N 20 ' - 0 " DA T U M L I N E 3 8 7 . 9 8 -1 ' - 0 " RO O F 41 ' - 9 " FI S H S C A L E S I D I N G EX T E R I O R T R I M C C C CAAAAAAAA SHEET NUMBER:© 2012 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.ARCHITECT'S JOB NO:UNIT TYPE88 UNION CENTER SUITE 106, MEMPHIS, TENNESSEE 38103 (901) 526 . 5080 FAX: (901) 526 . 5081 WWW.ARCHINCMEMPHIS.COMREVISION DATE: D O N O T S C A L E D R A W I N G S . S H E E T S M A Y B E D I S T O R T E D B Y T H E R E P R O D U C T I O N P R O C E S S . U S E P R O V I D E D D I M E N S IO N S A N D N O T E S O N L Y . I F N O T S H O W N , R E Q U E S T C L A R I F I C A T I O N F R O M T H E A R C H I T E C T . C O N T R A C T O R S H A L L V E R I F Y ALL DIMENSIONS AND CONDITIONS IN FIELD.NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION 95 SOUTH TENTH STREET PITTSBURGH, PENNSYLVANIA 15203 T: 412.488.8822 F: 412.488.8825720 OLIVE STREET SUITE 2500 ST. LOUIS, MO 63101 T: 314.621.3400 F: 314.421.3289 MCCORMACK BARON SALAZAR LAQUATRA BONCI ASSOCIATES 2 - 2.4b-1SOUTHSIDE EAST REVITALIZATION PHASE 1 1030MINOR SITE PLAN SUBMISSION 9G -Durham3/2/12 BUILDING 11 1 / 8 " = 1 ' - 0 " 1 EA S T - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 2 SO U T H - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 3 NO R T H - S o u t h s i d e E a s t FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R BU I L D I N G P L A N 10 ' - 0 " TR U S S B E A R I N G 30 ' - 0 " TH I R D F L O O R BU I L D I N G P L A N 20 ' - 0 " DA T U M L I N E 3 8 7 . 9 8 -1 ' - 0 " RO O F 41 ' - 9 " SI D I N G EX T E R I O R T R I M SI D I N G BR I C K 73 ' - 1 0 1 / 4 " A A A A A A A A A A A A A A A A A A A A C C C C C C C C C C FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R BU I L D I N G P L A N 10 ' - 0 " TR U S S B E A R I N G 30 ' - 0 " TH I R D F L O O R BU I L D I N G P L A N 20 ' - 0 " DA T U M L I N E 3 8 7 . 9 8 -1 ' - 0 " RO O F 41 ' - 9 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " SI D I N G BR I C K EX T E R I O R T R I M MA S O N R Y B A S E SI D I N G EX T E R I O R T R I M 74 ' - 9 1 / 4 " MA I N E N T R A N C E 3 8 ' - 1 / 2 " . B U I L D I N G H E I G H T A A A A A C C C C CA A A A AA C C CA AA A AA A A A FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R BU I L D I N G P L A N 10 ' - 0 " TR U S S B E A R I N G 30 ' - 0 " TH I R D F L O O R BU I L D I N G P L A N 20 ' - 0 " DA T U M L I N E 3 8 7 . 9 8 -1 ' - 0 " RO O F 41 ' - 9 " FI S H S C A L E S I D I N G 60 ' - 8 3 / 4 " A A A A A A A AAAAACC C CA A YY YY YY YY YY YY FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R BU I L D I N G P L A N 10 ' - 0 " TR U S S B E A R I N G 30 ' - 0 " TH I R D F L O O R BU I L D I N G P L A N 20 ' - 0 " DA T U M L I N E 3 8 7 . 9 8 -1 ' - 0 " RO O F 41 ' - 9 " SI D I N G BR I C K EX T E R I O R T R I M 52 ' - 1 1 " A A A C CA A A A A C C A A C CAA A A SHEET NUMBER:© 2012 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.ARCHITECT'S JOB NO:UNIT TYPE88 UNION CENTER SUITE 106, MEMPHIS, TENNESSEE 38103 (901) 526 . 5080 FAX: (901) 526 . 5081 WWW.ARCHINCMEMPHIS.COMREVISION DATE: D O N O T S C A L E D R A W I N G S . S H E E T S M A Y B E D I S T O R T E D B Y T H E R E P R O D U C T I O N P R O C E S S . U S E P R O V I D E D D I M E N S IO N S A N D N O T E S O N L Y . I F N O T S H O W N , R E Q U E S T C L A R I F I C A T I O N F R O M T H E A R C H I T E C T . C O N T R A C T O R S H A L L V E R I F Y ALL DIMENSIONS AND CONDITIONS IN FIELD.NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION 95 SOUTH TENTH STREET PITTSBURGH, PENNSYLVANIA 15203 T: 412.488.8822 F: 412.488.8825720 OLIVE STREET SUITE 2500 ST. LOUIS, MO 63101 T: 314.621.3400 F: 314.421.3289 MCCORMACK BARON SALAZAR LAQUATRA BONCI ASSOCIATES 2 - 2.4cSOUTHSIDE EAST REVITALIZATION PHASE 1 1030MINOR SITE PLAN SUBMISSION 9G3/2/12 FU L L F A C A D E W I D T H = 7 9 ' - 8 " 1S T F L O O R H E I G H T = 1 2 ' - 0 " 2N D F L O O R H E I G H T = 1 0 ' - 0 " 3R D F L O O R H E I G H T = 1 0 ' - 0 " GL A Z I N G S F @ W I N D O W A = 1 8 S F GL A Z I N G S F @ W I N D O W C = 2 1 S F DO O R = 2 4 S F FR O N T E N T R Y = 5 8 S F 2N D / 3 R D F L O O R O P E N I N G = 6 5 S F 1S T F L O O R (2 1 S F x 9 ) + ( 2 4 S F x 2) + 58 SF = 295 SF 79 ' - 8 " x 1 2 ' - 6 " = 9 5 6 S F 29 5 S F / 9 5 6 S F = 31% FENESTRATION AT 1ST FLOOR 2N D F L O O R (1 8 S F x 9 ) + 6 5 S F + 2 4 S F = 2 5 1 S F 79 ' - 5 " x 1 0 ' - 0 " = 7 9 7 S F 25 1 S F / 7 9 7 S F = 32% FENESTRATION AT 2ND FLOOR 3R D F L O O R (1 8 S F x 9 ) + 6 5 S F + 2 4 S F = 2 5 1 S F 79 ' - 5 " x 1 0 ' - 0 " = 7 9 7 S F 25 1 S F / 7 9 7 S F = 32% FENESTRATION AT 3RD FLOOR FU L L F A C A D E W I D T H = 5 3 ' - 0 " 1S T F L O O R H E I G H T = 1 2 ' - 0 " 2N D F L O O R H E I G H T = 1 0 ' - 0 " 3R D F L O O R H E I G H T = 1 0 ' - 0 " GL A Z I N G S F @ W I N D O W A = 1 8 S F GL A Z I N G S F @ W I N D O W C = 2 1 S F DO O R = 2 4 S F FR O N T E N T R Y = 5 8 S F 2N D / 3 R D F L O O R O P E N I N G = 6 5 S F 1S T F L O O R (2 1 S F x 5 ) + 2 4 S F = 1 2 9 S F 53 ' - 0 " x 1 2 ' - 0 " = 6 3 6 S F 12 9 S F / 6 3 6 S F = 20 % F E N E S T R A T I O N A T 1 S T F L O O R 2N D F L O O R (1 8 S F x 5 ) + 2 4 S F = 9 0 S F 53 ' - 0 " x 1 0 ' - 0 " = 5 3 0 S F 90 S F / 5 3 0 S F = 17 % F E N E S T R A T I O N A T 2 N D F L O O R 3R D F L O O R (1 8 S F x 5 ) + 2 4 S F = 9 0 S F 53 ' - 0 " x 1 0 ' - 0 " = 5 3 0 S F 90 S F / 5 3 0 S F = 17 % F E N E S T R A T I O N A T 3 R D F L O O R FULL FACADE WIDTH = 79'- 8"1ST FLOOR HEIGHT = 12' - 0"2ND FLOOR HEIGHT = 10' - 0"3RD FLOOR HEIGHT = 10' - 0"GLAZING SF @ WINDOW A = 18 SF GLAZING SF @ WINDOW B = 12 SF GLAZING SF @ WINDOW C = 21 SF DOOR = 24 SF FRONT ENTRY = 58 SF 2ND/3RD FLOOR OPENING = 65 SF 1ST FLOOR (21 SF x 4) + (24 SF x 2) + (12 SF x 2)= 156 SF 60' - 9" x 12' - 0" = 729 SF 156 SF/729 SF = 21% FENESTRATION AT 1ST FLOOR 2ND FLOOR (18 SF x 4) + (24 SF x 2) + (12 SF x 2)= 144 SF 60' - 9" x 10' - 0" = 608 SF 144 SF/608 SF = 24% FENESTRATION AT 2ND FLOOR 3RD FLOOR (18 SF x 4) + (24 SF x 2) + (12 SF x 2)= 144 SF 60' - 9" x 10' - 0" = 608 SF 144 SF/608 SF = 24% FENESTRATION AT 3RD FLOOR FU L L F A C A D E W I D T H = 7 8 ' - 1 1 " 1S T F L O O R H E I G H T = 1 2 ' - 0 " 2N D F L O O R H E I G H T = 1 0 ' - 0 " 3R D F L O O R H E I G H T = 1 0 ' - 0 " GL A Z I N G S F @ W I N D O W A = 1 8 S F GL A Z I N G S F @ W I N D O W C = 2 1 S F DO O R = 2 4 S F FR O N T E N T R Y = 5 8 S F 2N D / 3 R D F L O O R O P E N I N G = 6 5 S F 1S T F L O O R (2 1 S F x 1 0 ) = 2 1 0 S F 78 ' - 1 1 " x 1 2 ' - 0 " = 9 4 7 S F 21 0 S F / 9 4 7 S F = 22 % F E N E S T R A T I O N A T 1 S T F L O O R 2N D F L O O R (1 8 S F x 1 0 ) = 1 8 0 S F 78 ' - 1 1 " x 1 0 ' - 0 " = 7 8 9 S F 18 0 S F / 9 4 7 S F = 23 % F E N E S T R A T I O N A T 2 N D F L O O R 3R D F L O O R (1 8 S F x 1 0 ) = 1 8 0 S F 78 ' - 1 1 " x 1 0 ' - 0 " = 7 8 9 S F 18 0 S F / 9 4 7 S F = 23 % F E N E S T R A T I O N A T 3 R D F L O O R 1 / 8 " = 1 ' - 0 " 1 Fe n e s t r a t i o n o f R E A R - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 2 Fe n e s t r a t i o n o f F R O N T - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 3 Fe n e s t r a t i o n o f S I D E A - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 4 Fe n e s t r a t i o n o f S I D E B - S o u t h s i d e E a s t DW DW Un i t N a m e Bu i l d i n g D a t a a n d U n i t S u m m a r y : B u i l d i n g 9 G M o d i f i e d Qu a n t i t y of U n i t s De s c r i p t i o n o f U n i t s Un i t N e t S F Un i t H e a t e d SF Bu i l d i n g H e a t e d SF Un i t 5 Un i t 6 2 B e d r o o m s - 1 B a t h 1 B e d r o o m - 1 B a t h 2 4 Su b t o t a l U n i t s Bu i l d i n g T o t a l s Bu i l d i n g N e t SF Gr a n d T o t a l - 2 B u i l d i n g s Br e e z e w a y 6 1, 0 3 6 77 7 2, 0 7 2 3, 1 0 8 5, 1 8 0 94 5 69 5 1, 8 9 0 2, 7 8 0 6 1, 8 1 3 1, 6 4 0 4, 6 7 0 0 5, 1 8 0 4, 6 7 0 Ba l c o n y / Po r c h Su b t o t a l B u i l d i n g Pa t i o s St o r a g e To t a l A u x i l i a r y To t a l B u i l d i n g 5, 1 8 0 0 4, 6 7 0 Au x i l i a r y 81 . 6 7 81 . 6 7 23 20 9 32 7 2, 2 8 1 3, 4 3 5 5, 7 1 6 55 0 6, 2 6 6 12 10 , 3 6 0 9, 3 4 0 12 , 5 3 2 55 0 7' - 6 " 27 ' - 1 0 3 / 4 " 8' - 8 " 1 2 ' - 1 0 1 / 4 " 1 7 ' - 0 1 / 2 " 26 ' - 3 " 78 ' - 7 1 / 4 " 10 ' - 9 " 9' - 4 1 / 4 " 14 ' - 5 1 / 2 " 7 ' - 1 1 1 / 4 " 7 ' - 5 " 7 ' - 8 3 / 4 " 4 5 ' - 2 3 / 4 " 9' - 5 " 14 ' - 6 " 10 ' - 7 3 / 4 " 7 ' - 9 " 1 6 ' - 7 3 / 4 " 1 6 ' - 8 " 6 1 ' - 3 1 / 2 " 1 2 ' - 6 " 9' - 4 3 / 4 " BI K E R A C K S 8' - 8 " 1 1 ' - 4 " 6 ' - 8 " 1' - 1 0 " 7 ' - 7 3 / 4 " FIRST FLOOR BUILDING PLAN 0' - 0"SECOND FLOOR BUILDING PLAN 10' - 0"TRUSS BEARING 20' - 0"GRADEDATUM LINE -1' - 0"ROOF 31' - 10 1/4"BRICK EXTERIOR TRIM SIDINGSIDING MASONRY BASE 78 ' - 6 3 / 4 " MAIN ENTRANCE 392.10 AT BLDG 9, 384.50 AT BLDG 6 B U I L D I N G H E I G H T C C C C C C C C C A A A A A A A A AA SHEET NUMBER:© 2012 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.ARCHITECT'S JOB NO:UNIT TYPE88 UNION CENTER SUITE 106, MEMPHIS, TENNESSEE 38103 (901) 526 . 5080 FAX: (901) 526 . 5081 WWW.ARCHINCMEMPHIS.COMREVISION DATE: D O N O T S C A L E D R A W I N G S . S H E E T S M A Y B E D I S T O R T E D B Y T H E R E P R O D U C T I O N P R O C E S S . U S E P R O V I D E D D I M E N S IO N S A N D N O T E S O N L Y . I F N O T S H O W N , R E Q U E S T C L A R I F I C A T I O N F R O M T H E A R C H I T E C T . C O N T R A C T O R S H A L L V E R I F Y ALL DIMENSIONS AND CONDITIONS IN FIELD.NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION 95 SOUTH TENTH STREET PITTSBURGH, PENNSYLVANIA 15203 T: 412.488.8822 F: 412.488.8825720 OLIVE STREET SUITE 2500 ST. LOUIS, MO 63101 T: 314.621.3400 F: 314.421.3289 MCCORMACK BARON SALAZAR LAQUATRA BONCI ASSOCIATES 2 - 2.5bSOUTHSIDE EAST REVITALIZATION PHASE 1 1030MINOR SITE PLAN SUBMISSION 9GM -Durham3/2/12 1/16" = 1'-0"5SECOND FLOOR BUILDING PLAN -Southside East 1 / 1 6 " = 1 ' - 0 " 6 FI R S T F L O O R B U I L D I N G P L A N - S o u t h s i d e Ea s t 1 / 8 " = 1 ' - 0 " 7 2B D R U N I T P L A N - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 8 1B D R U N I T P L A N - S o u t h s i d e E a s t BUILDING 9 1 / 4 " = 1 ' - 0 " 1 SO U T H - S o u t h s i d e E a s t DATUM LINE -1' - 0"ROOF 31' - 10 1/4"EXTERIOR TRIMSIDING DA T U M L I N E -1 ' - 0 " RO O F 31 ' - 1 0 1 / 4 " EX T E R I O R T R I M SI D I N G BR I C K DATUM LINE -1' - 0"ROOF 31' - 10 1/4"BRICK EX T E R I O R T R I M SI D I N G 53' - 11 1/4"SHEET NUMBER:© 2012 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.ARCHITECT'S JOB NO:UNIT TYPE88 UNION CENTER SUITE 106, MEMPHIS, TENNESSEE 38103 (901) 526 . 5080 FAX: (901) 526 . 5081 WWW.ARCHINCMEMPHIS.COMREVISION DATE: D O N O T S C A L E D R A W I N G S . S H E E T S M A Y B E D I S T O R T E D B Y T H E R E P R O D U C T I O N P R O C E S S . U S E P R O V I D E D D I M E N S IO N S A N D N O T E S O N L Y . I F N O T S H O W N , R E Q U E S T C L A R I F I C A T I O N F R O M T H E A R C H I T E C T . C O N T R A C T O R S H A L L V E R I F Y ALL DIMENSIONS AND CONDITIONS IN FIELD.NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION 95 SOUTH TENTH STREET PITTSBURGH, PENNSYLVANIA 15203 T: 412.488.8822 F: 412.488.8825720 OLIVE STREET SUITE 2500 ST. LOUIS, MO 63101 T: 314.621.3400 F: 314.421.3289 MCCORMACK BARON SALAZAR LAQUATRA BONCI ASSOCIATES 2 - 2.5b-1SOUTHSIDE EAST REVITALIZATION PHASE 1 1030MINOR SITE PLAN SUBMISSION 9GM -Durham3/2/12 BUILDING 9 1 / 8 " = 1 ' - 0 " 1 EA S T - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 2 NO R T H - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 3 WE S T - S o u t h s i d e E a s t FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R BU I L D I N G P L A N 10 ' - 0 " TR U S S B E A R I N G 20 ' - 0 " GR A D E DA T U M L I N E -1 ' - 0 " RO O F 31 ' - 1 0 1 / 4 " BR I C K EX T E R I O R T R I M SI D I N G SI D I N G MA S O N R Y B A S E 78 ' - 6 3 / 4 " MA I N E N T R A N C E 39 2 . 1 0 A T BL D G 9 , 3 8 4 . 5 0 AT B L D G 6 B U I L D I N G H E I G H T A A A A C C C C C A A C C CA A A C A FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R BU I L D I N G P L A N 10 ' - 0 " TR U S S B E A R I N G 20 ' - 0 " GR A D E DA T U M L I N E -1 ' - 0 " RO O F 31 ' - 1 0 1 / 4 " EX T E R I O R T R I M SI D I N G BR I C K A C C CA A A A C C CA A A C C C CA A FIRST FLOOR BUILDING PLAN 0' - 0"SECOND FLOOR BUILDING PLAN 10' - 0"TRUSS BEARING 20' - 0"GRADEDATUM LINE -1' - 0"ROOF 31' - 10 1/4"EXTERIOR TRIMSIDING A AC CA A A A C C AA Q Q Q Q FI R S T F L O O R BU I L D I N G P L A N 0' - 0 " SE C O N D F L O O R BU I L D I N G P L A N 10 ' - 0 " TR U S S B E A R I N G 20 ' - 0 " GR A D E DA T U M L I N E -1 ' - 0 " RO O F 31 ' - 1 0 1 / 4 " BR I C K EX T E R I O R T R I M SI D I N G 53 ' - 1 1 1 / 4 " A A C C CA A C A A C A C SHEET NUMBER:© 2012 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.ARCHITECT'S JOB NO:UNIT TYPE88 UNION CENTER SUITE 106, MEMPHIS, TENNESSEE 38103 (901) 526 . 5080 FAX: (901) 526 . 5081 WWW.ARCHINCMEMPHIS.COMREVISION DATE: D O N O T S C A L E D R A W I N G S . S H E E T S M A Y B E D I S T O R T E D B Y T H E R E P R O D U C T I O N P R O C E S S . U S E P R O V I D E D D I M E N S IO N S A N D N O T E S O N L Y . I F N O T S H O W N , R E Q U E S T C L A R I F I C A T I O N F R O M T H E A R C H I T E C T . C O N T R A C T O R S H A L L V E R I F Y ALL DIMENSIONS AND CONDITIONS IN FIELD.NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION 95 SOUTH TENTH STREET PITTSBURGH, PENNSYLVANIA 15203 T: 412.488.8822 F: 412.488.8825720 OLIVE STREET SUITE 2500 ST. LOUIS, MO 63101 T: 314.621.3400 F: 314.421.3289 MCCORMACK BARON SALAZAR LAQUATRA BONCI ASSOCIATES 2 - 2.5cSOUTHSIDE EAST REVITALIZATION PHASE 1 1030MINOR SITE PLAN SUBMISSION 9GM3/2/12 FULL FACADE WIDTH = 79'- 8"1ST FLOOR HEIGHT = 12' - 0"2ND FLOOR HEIGHT = 10' - 0"3RD FLOOR HEIGHT = 10' - 0"GLAZING SF @ WINDOW A = 18 SF GLAZING SF @ WINDOW C = 21 SF DOOR = 24 SF FRONT ENTRY = 58 SF 2ND FLOOR OPENING = 65 SF 1ST FLOOR (21 SF x 9) + (24 SF x 2) + 58 SF = 295 SF 79' - 8" x 12' - 6" = 956 SF 295 SF/956 SF = 31% FENESTRATION AT 1ST FLOOR 2ND FLOOR (18 SF x 9) + 65 SF + 24 SF = 251 SF 79' - 5" x 10' - 0" = 797 SF 251 SF/797 SF = 32% FENESTRATION AT 2ND FLOOR FU L L F A C A D E W I D T H = 5 3 ' - 0 " 1S T F L O O R H E I G H T = 1 2 ' - 0 " 2N D F L O O R H E I G H T = 1 0 ' - 0 " 3R D F L O O R H E I G H T = 1 0 ' - 0 " GL A Z I N G S F @ W I N D O W A = 1 8 S F GL A Z I N G S F @ W I N D O W C = 2 1 S F DO O R = 2 4 S F FR O N T E N T R Y = 5 8 S F 2N D / 3 R D F L O O R O P E N I N G = 6 5 S F 1S T F L O O R (2 1 S F x 5 ) + 2 4 S F = 1 2 9 S F 53 ' - 0 " x 1 2 ' - 0 " = 6 3 6 S F 12 9 S F / 6 3 6 S F = 20 % F E N E S T R A T I O N A T 1 S T F L O O R 2N D F L O O R (1 8 S F x 5 ) + 2 4 S F = 9 0 S F 53 ' - 0 " x 1 0 ' - 0 " = 5 3 0 S F 90 S F / 5 3 0 S F = 17 % F E N E S T R A T I O N A T 2 N D F L O O R FULL FACADE WIDTH = 79'- 8"1ST FLOOR HEIGHT = 12' - 0"2ND FLOOR HEIGHT = 10' - 0"3RD FLOOR HEIGHT = 10' - 0"GLAZING SF @ WINDOW A = 18 SF GLAZING SF @ WINDOW C = 21 SF GLAZING SF @ WINDOW B = 12 SF DOOR = 24 SF FRONT ENTRY = 58 SF 2ND/3RD FLOOR OPENING = 65 SF 1ST FLOOR (21 SF x 4) + (24 SF x 2) + (12 SF x 2)= 156 SF 60' - 9" x 12' - 0" = 729 SF 156 SF/729 SF = 21% FENESTRATION AT 1ST FLOOR 2ND FLOOR (18 SF x 4) + (24 SF x 2) = 120 SF 60' - 9" x 10' - 0" = 608 SF 120 SF/608 SF = 20% FENESTRATION AT 2ND FLOOR FU L L F A C A D E W I D T H = 7 8 ' - 1 1 " 1S T F L O O R H E I G H T = 1 2 ' - 0 " 2N D F L O O R H E I G H T = 1 0 ' - 0 " 3R D F L O O R H E I G H T = 1 0 ' - 0 " GL A Z I N G S F @ W I N D O W A = 1 8 S F GL A Z I N G S F @ W I N D O W C = 2 1 S F DO O R = 2 4 S F FR O N T E N T R Y = 5 8 S F 2N D / 3 R D F L O O R O P E N I N G = 6 5 S F 1S T F L O O R (2 1 S F x 1 0 ) = 2 1 0 S F 78 ' - 1 1 " x 1 2 ' - 0 " = 9 4 7 S F 21 0 S F / 9 4 7 S F = 22 % F E N E S T R A T I O N A T 1 S T F L O O R 2N D F L O O R (1 8 S F x 1 0 ) = 1 8 0 S F 78 ' - 1 1 " x 1 0 ' - 0 " = 7 8 9 S F 18 0 S F / 9 4 7 S F = 23 % F E N E S T R A T I O N A T 2 N D F L O O R 1 / 8 " = 1 ' - 0 " 1 Fe n e s t r a t i o n o f F R O N T - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 2 Fe n e s t r a t i o n o f R E A R - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 3 Fe n e s t r a t i o n o f S I D E A - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 4 Fe n e s t r a t i o n o f S I D E B - S o u t h s i d e E a s t Un i t N a m e Bu i l d i n g D a t a a n d U n i t S u m m a r y : B u i l d i n g 1 0 G F l e x Qu a n t i t y of U n i t s De s c r i p t i o n o f U n i t s Un i t N e t S F Unit Heated SFBuilding Heated SF Un i t 5 Un i t 5 ( m ) 2 B e d r o o m s - 1 B a t h 2 B e d r o o m s - 1 B a t h 2 2 Su b t o t a l U n i t s Bu i l d i n g T o t a l s 30 Building Net SF li v e / w o r k ( 2 ) 2 B e d r o o m s - 1 B a t h 1 Br e e z e w a y 2 Un i t 6 Un i t 6 ( m ) 1 B e d r o o m s - 1 B a t h 1 B e d r o o m - 1 B a t h 2 2 li v e / w o r k ( 1 ) 1 B e d r o o m - 1 B a t h 18 1, 0 4 9 99 2 1, 0 4 9 79 2 77 7 79 2 2,098 1,984 1,0491,584 1,554 792966929 9666956956951,932 1,858 9661,390 1,390 695 3, 6 1 0 7,220 3,285 6,570 Su b t o t a l B u i l d i n g Balcony/Porch 5, 5 2 3 27,183 4,983 24,693 Gr a n d T o t a l - 3 b l d g s Su b t o t a l L i v e / W o r k 10 1, 8 4 1 1,841 9,0611,661 1,661 8,231PatiosStorageTotal Auxiliary Total Gross SFAuxiliary 91 91 91 023230 0 01832292292,327 2,212 1,767 1,554 7,859 854 8,713 792 1,049 1,814 10,554 31,663854 SECOND FLOOR BUILDING 0' - 0"THIRD FLOOR BUILDING PLAN 10' - 0"FIRST FLOOR BUILDING PLAN -12' - 0"TRUSS BEARING 20' - 0"DATUM LINE -6' - 0" 1 2 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " SI D I N G BR I C K EX T E R I O R TR I M MAIN ENTRANCE 376.50 AT BLDG 3 379.00 AT BLDG 4 381.44 AT BLDG 5 2 9 ' - 5 3 / 4 " B U I L D I N G H E I G H T A A A A A A A A A A AA A A A AA A A A A A A A B A B B B SE C O N D F L O O R BU I L D I N G 0' - 0 " TH I R D F L O O R BU I L D I N G P L A N 10 ' - 0 " FI R S T F L O O R BU I L D I N G P L A N -1 2 ' - 0 " TR U S S B E A R I N G 20 ' - 0 " DA T U M L I N E -6 ' - 0 " A A A A A AA A A A AA A A SECOND FLOOR BUILDING 0' - 0"THIRD FLOOR BUILDING PLAN 10' - 0"FIRST FLOOR BUILDING PLAN -12' - 0"TRUSS BEARING 20' - 0"DATUM LINE -6' - 0"A A A A A AAA A A A A A AA A A A A A A AA A SE C O N D F L O O R BU I L D I N G 0' - 0 " TH I R D F L O O R BU I L D I N G P L A N 10 ' - 0 " FI R S T F L O O R BU I L D I N G P L A N -1 2 ' - 0 " TR U S S B E A R I N G 20 ' - 0 " DA T U M L I N E -6 ' - 0 " A A A AA A A A A A A A A A SHEET NUMBER:© 2012 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.ARCHITECT'S JOB NO:UNIT TYPE88 UNION CENTER SUITE 106, MEMPHIS, TENNESSEE 38103 (901) 526 . 5080 FAX: (901) 526 . 5081 WWW.ARCHINCMEMPHIS.COMISSUE DATE: D O N O T S C A L E D R A W I N G S . S H E E T S M A Y B E D I S T O R T E D B Y T H E R E P R O D U C T I O N P R O C E S S . U S E P R O V I D E D D I M E N S IO N S A N D N O T E S O N L Y . I F N O T S H O W N , R E Q U E S T C L A R I F I C A T I O N F R O M T H E A R C H I T E C T . C O N T R A C T O R S H A L L V E R I F Y ALL DIMENSIONS AND CONDITIONS IN FIELD.NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION 95 SOUTH TENTH STREET PITTSBURGH, PENNSYLVANIA 15203 T: 412.488.8822 F: 412.488.8825720 OLIVE STREET SUITE 2500 ST. LOUIS, MO 63101 T: 314.621.3400 F: 314.421.3289 MCCORMACK BARON SALAZAR LAQUATRA BONCI ASSOCIATES 2 - 2.6dSOUTHSIDE EAST REVITALIZATION PHASE 1 1030PROGRESS PLOT 3-1-12 10G -Durham2/1/12 REV 2/7/12 1 / 4 " = 1 ' - 0 " 1 NO R T H - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 2 EA S T - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 3 SO U T H - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 4 WE S T - S o u t h s i d e E a s t BUILDING 5 REF.REF. R E F . R E F . R E F . R E F . 10' - 9"14' - 4 1/4"26' - 3 3/4"14' - 4 1/4"14' - 3"1' - 4 1/4"6' - 11 3/4"81' - 4 1/2"STORAGE 2 BDR LIVE/WORK 1 BDR LIVE/WORKMECHWHPAN.MECH PAN.38' - 0"12' - 10"6' - 8 1/4" 33 ' - 3 3 / 4 " 22' - 1 1/2"7' - 9" 12 ' - 1 0 " SE C O N D F L O O R BU I L D I N G 0' - 0 " TH I R D F L O O R BU I L D I N G P L A N 10 ' - 0 " FI R S T F L O O R BU I L D I N G P L A N -1 2 ' - 0 " TR U S S B E A R I N G 20 ' - 0 " DA T U M L I N E -6 ' - 0 " RO O F T O P M E C H A N I C A L U N I T S LI N E O F S I G H T LA K E W O O D A V E RO O F T O P M E C H . U N I T S , T Y P . 14 ' - 4 1 / 4 " 26 ' - 3 3 / 4 " 14 ' - 4 1 / 4 " 15 ' - 7 1 / 4 " 6 ' - 1 1 3 / 4 " 2 7 ' - 2 " 2 7 ' - 2 3 / 4 " 6 ' - 1 0 " 6 8 ' - 2 1 / 4 " BI K E R A C K S SHEET NUMBER:© 2012 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.ARCHITECT'S JOB NO:UNIT TYPE88 UNION CENTER SUITE 106, MEMPHIS, TENNESSEE 38103 (901) 526 . 5080 FAX: (901) 526 . 5081 WWW.ARCHINCMEMPHIS.COMISSUE DATE: D O N O T S C A L E D R A W I N G S . S H E E T S M A Y B E D I S T O R T E D B Y T H E R E P R O D U C T I O N P R O C E S S . U S E P R O V I D E D D I M E N S IO N S A N D N O T E S O N L Y . I F N O T S H O W N , R E Q U E S T C L A R I F I C A T I O N F R O M T H E A R C H I T E C T . C O N T R A C T O R S H A L L V E R I F Y ALL DIMENSIONS AND CONDITIONS IN FIELD.NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION 95 SOUTH TENTH STREET PITTSBURGH, PENNSYLVANIA 15203 T: 412.488.8822 F: 412.488.8825720 OLIVE STREET SUITE 2500 ST. LOUIS, MO 63101 T: 314.621.3400 F: 314.421.3289 MCCORMACK BARON SALAZAR LAQUATRA BONCI ASSOCIATES 2 - 2.7bSOUTHSIDE EAST REVITALIZATION PHASE 1 1030PROGRESS PLOT 3-1-12 10G -Durham2/1/12 REV 2/7/12 1/16" = 1'-0"1FIRST FLOOR BUILDING PLAN - Southside East 1/8" = 1'-0"3 2BDR UNIT PLAN - Southside East 1 / 8 " = 1 ' - 0 " 4 2B D R L I V E / W O R K - S o u t h s i d e E a s t 1/8" = 1'-0"5 1BDR UNIT PLAN - Southside East 1 / 8 " = 1 ' - 0 " 6 1B D R L I V E / W O R K U N I T P L A N - S o u t h s i d e Ea s t 1 / 8 " = 1 ' - 0 " 8 LI N E O F S I G H T T O R O O F T O P H V A C 1 / 8 " = 1 ' - 0 " 2 RO O F P L A N - S o u t h s i d e E a s t 1 / 1 6 " = 1 ' - 0 " 7 SE C O N D F L O O R B U I L D I N G - S o u t h s i d e Ea s t BUILDING 5 SE C O N D F L O O R BU I L D I N G 0' - 0 " TH I R D F L O O R BU I L D I N G P L A N 10 ' - 0 " FI R S T F L O O R BU I L D I N G P L A N -1 2 ' - 0 " TR U S S B E A R I N G 20 ' - 0 " DA T U M L I N E -6 ' - 0 " 1 2 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " SI D I N G BR I C K EX T E R I O R TR I M MA I N E N T R A N C E 376.50 AT BLDG 3 379.00 AT BLDG 4 381.44 AT BLDG 5 2 9 ' - 5 3 / 4 " B U I L D I N G H E I G H T A A A A A A A A A A AA A A A AA A A A A A A A B A B B B SE C O N D F L O O R BU I L D I N G 0' - 0" TH I R D F L O O R BU I L D I N G P L A N 10' - 0" FI R S T F L O O R BU I L D I N G P L A N -1 2 ' - 0 " TR U S S B E A R I N G 20' - 0" DA T U M L I N E -6' - 0" A A A A A AA A A A A A A AA A A A A A A AA A SE C O N D F L O O R BU I L D I N G 0' - 0 " TH I R D F L O O R BU I L D I N G P L A N 10 ' - 0 " FI R S T F L O O R BU I L D I N G P L A N -1 2 ' - 0 " TR U S S B E A R I N G 20 ' - 0 " DA T U M L I N E -6 ' - 0 " A A A A A AA A A A AA A A SE C O N D F L O O R BU I L D I N G 0' - 0 " TH I R D F L O O R BU I L D I N G P L A N 10 ' - 0 " FI R S T F L O O R BU I L D I N G P L A N -1 2 ' - 0 " TR U S S B E A R I N G 20 ' - 0 " DA T U M L I N E -6 ' - 0 " A A A AA A A A A A A A A A SHEET NUMBER:© 2012 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.ARCHITECT'S JOB NO:UNIT TYPE88 UNION CENTER SUITE 106, MEMPHIS, TENNESSEE 38103 (901) 526 . 5080 FAX: (901) 526 . 5081 WWW.ARCHINCMEMPHIS.COMISSUE DATE: D O N O T S C A L E D R A W I N G S . S H E E T S M A Y B E D I S T O R T E D B Y T H E R E P R O D U C T I O N P R O C E S S . U S E P R O V I D E D D I M E N S IO N S A N D N O T E S O N L Y . I F N O T S H O W N , R E Q U E S T C L A R I F I C A T I O N F R O M T H E A R C H I T E C T . C O N T R A C T O R S H A L L V E R I F Y ALL DIMENSIONS AND CONDITIONS IN FIELD.NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION 95 SOUTH TENTH STREET PITTSBURGH, PENNSYLVANIA 15203 T: 412.488.8822 F: 412.488.8825720 OLIVE STREET SUITE 2500 ST. LOUIS, MO 63101 T: 314.621.3400 F: 314.421.3289 MCCORMACK BARON SALAZAR LAQUATRA BONCI ASSOCIATES 2 - 2.7cSOUTHSIDE EAST REVITALIZATION PHASE 1 1030PROGRESS PLOT 3-1-12 10G2/1/12 01/17/12FULL FACADE WIDTH = 81'- 5"1ST FLOOR HEIGHT = 12' - 0"2ND FLOOR HEIGHT = 10' - 0"3RD FLOOR HEIGHT = 10' - 0"GLAZING SF @ WINDOW A = 18 SF SINGLE DOOR = 24 SF DOUBLE DOOR = 42 SF 1ST FLOOR (18 SF x 2) + 24 SF + (42 SF x 4) = 228 SF 81' - 5" x 12' - 0" = 977 SF 228 SF/977 SF = 23% FENESTRATION AT 1ST FLOOR 2ND FLOOR (18 SF x 11) = 198 SF 81' - 5" x 10' - 0" = 814 SF 198 SF/814 SF = 24% FENESTRATION AT 2ND FLOOR 3RD FLOOR (18 SF x 11) = 198 SF 81' - 5" x 10' - 0" = 814 SF 198 SF/814 SF = 24% FENESTRATION AT 3RD FLOOR FULL FACADE WIDTH = 62'- 0"FACADE WIDTH AT 1ST FLOOR = 35' - 2"1ST FLOOR HEIGHT = 12' - 0"2ND FLOOR HEIGHT = 10' - 0"3RD FLOOR HEIGHT = 10' - 0"GLAZING SF @ WINDOW A = 18 SF DOOR = 24 SF FRONT ENTRY = 58 SF 2ND/3RD FLOOR OPENING = 65 SF 1ST FLOOR (18 SF x 2) = 36 SF 35' - 2' - 0" x 12' - 0" = 422 SF 36 SF/422 SF = 9% FENESTRATION AT 1ST FLOOR 2ND FLOOR (18 SF x 5) + 24 SF = 114 SF 62' - 0" x 10' - 0" = 620 SF 114 SF/620 SF = 17% FENESTRATION AT 2ND FLOOR 3RD FLOOR (18 SF x 6) = 108 SF 62' - 0" x 10' - 0" = 620 SF 108 SF/620 SF = 17% FENESTRATION AT 3RD FLOORFULL FACADE WIDTH = 81'- 2"1ST FLOOR HEIGHT = 10' - 0"2ND FLOOR HEIGHT = 10' - 0"3RD FLOOR HEIGHT = 10' - 0"GLAZING SF @ WINDOW A = 18 SF SINGLE DOOR = 24 SF DOUBLE DOOR = 42 SF 2ND FLOOR (18 SF x 12) = 216 SF 81' - 2" x 10' - 0" = 812 SF 216 SF/812 SF = 27% FENESTRATION AT 2ND FLOOR 3RD FLOOR (18 SF x 12) = 216 SF 81' - 2" x 10' - 0" = 812 SF 216 SF/812 SF = 27% FENESTRATION AT 3RD FLOOR FULL FACADE WIDTH = 61'- 2"FACADE WIDTH AT 1ST FLOOR = 24' - 7"1ST FLOOR HEIGHT = 12' - 0"2ND FLOOR HEIGHT = 10' - 0"3RD FLOOR HEIGHT = 10' - 0"GLAZING SF @ WINDOW A = 18 SF DOOR = 24 SF FRONT ENTRY = 58 SF 2ND/3RD FLOOR OPENING = 65 SF 1ST FLOOR (18 SF x 2) = 36 SF 24' - 7' - 0" x 12' - 0" = 295 SF 36 SF/295 SF = 12% FENESTRATION AT 1ST FLOOR 2ND FLOOR (18 SF x 5) + 24 SF = 114 SF 61' - 2" x 10' - 0" = 612 SF 114 SF/612 SF = 19% FENESTRATION AT 2ND FLOOR 3RD FLOOR (18 SF x 6) = 108 SF 61' - 2" x 10' - 0" = 612 SF 108 SF/612 SF = 18% FENESTRATION AT 3RD FLOOR 1 / 8 " = 1 ' - 0 " 1 Fe n e s t r a t i o n o f F R O N T - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 2 Fe n e s t r a t i o n o f R E A R - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 3 Fe n e s t r a t i o n o f S I D E A - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 4 Fe n e s t r a t i o n o f S I D E B - S o u t h s i d e E a s t UP UP UP DN UP DN UP DN DN UP UP Un i t N a m e Bu i l d i n g D a t a a n d U n i t S u m m a r y : B u i l d i n g 3 4 G A p a r t m e n t B u i l d i n g ( 3 4 G ) p r e v i o u s l y 2 7 G Qu a n t i t y of U n i t s De s c r i p t i o n o f U n i t s Un i t N e t / H e a t e d SF Building Net/Heated SF 1B D R A 2B D R A 2B D R B 2B D R C 2B D R D Li v e / W o r k - 1 B D R 1 B e d r o o m - 1 B a t h 2 B e d r o o m - 1 B a t h 2 B e d r o o m - 1 B a t h 2 B e d r o o m - 2 B a t h 2 B e d r o o m - 2 B a t h 19 3 3 2 2 2 Su b t o t a l U n i t s 32 Bl d g T o t a l s 34 Co m m o n S p a c e 68 4 St o r a g e 12,996 Su b t o t a l B u i l d i n g Su b t o t a l L i v e / W o r k Co m m u n i t y R o o m s 1, 0 3 9 3,117 1, 1 6 3 3,489 95 8 1,916 1, 0 8 5 2,170 12,228 81 8 1,636 1,636 39,75325,889 1 B e d r o o m - 1 B a t h 2 Building Gross SF 1B D R B 1 B e d r o o m - 1 B a t h 1 74 7 747 1B D R C 1 B e d r o o m - 1 B a t h 2 72 7 1,454 42,145 EL E V MA C H . SE C O N D F L O O R L E V E L A B O V E (U N E X C A V A T E D ) MA I N T E N A N C E (7 0 8 s f ) LI V E / W O R K 1 B D R 1B D R U N I T C 1B D R U N I T D 1B D R UN I T B LI V E / W O R K 1 B D R (2 8 ) B I K E S T O R A G E U N I T S TR A S H 23 ' - 1 0 " 18 ' - 6 " 37 ' - 6 1 / 4 " SE R V I C E 25 ' - 1 0 " fa c e o f f o u n d a t i o n / f a c e o f s t u d s a b o v e ( t y p i c a l ) 78 ' - 1 0 " SP K L R ST A I R #2 4" F U R R O U T TY P I C A L PA T I O UP DN SI T E W A L L SI T E W A L L SI T E W A L L 5'- 3 " X 3 ' - 8 " 6' - 0 " X 3 ' - 1 0 " EL E V MA N A G E M E N T / L EA S I N G O F F I C E *C O M M U N I T Y RO O M *C O M P U T E R RO O M *K I T C H E N E T T E w/ R E F . a n d SI N K *H . C . T O I L E T S FI T N E S S TR A S H 1B D R U N I T A 1B D R U N I T A 1B D R U N I T A 1B D R U N I T A 1B D R U N I T A 2B D R U N I T A 2B D R U N I T B 2 0 ' - 9 " 2 2 ' - 2 " 2 0 ' - 9 " f a c e o f f o u n d a t i o n / s t u d s ( t y p . ) 6 3 ' - 8 " 26 ' - 0 " 23 ' - 8 " 27 ' - 0 " 18 ' - 4 " 37 ' - 8 " 25 ' - 0 " 27 ' - 0 " 26 ' - 0 " 23 ' - 8 " 27 ' - 0 " 25 ' - 0 " 27 ' - 0 " 2 2 ' - 2 " 2 0 ' - 9 " 2 0 ' - 9 " f a c e o f f o u n d a t i o n / s t u d ( t y p . ) 6 3 ' - 8 " 2 ' - 0 " 2 ' - 0 " 2 ' - 0 " 2 ' - 0 " 2 ' - 0 " 2 ' - 0 " 18 ' - 1 0 " 10 ' - 1 0 3 / 4 " 10 ' - 1 0 3 / 4 " 10 ' - 1 0 3 / 4 " 35 ' - 1 0 " 1' - 7 " 1' - 7 " 18 ' - 1 0 " 1' - 7 " 8" 12 ' - 5 3 / 4 " 12 ' - 5 3 / 4 " 8 " 11 ' - 9 1 / 2 " 1' - 7 " 11 ' - 9 1 / 2 " 11 ' - 9 1 / 2 " 6' - 9 3 / 4 " 13 ' - 4 1 / 2 " 6' - 9 3 / 4 " 6' - 9 3 / 4 " 13 ' - 4 1 / 2 " 6' - 9 3 / 4 " 7' - 8 " 16 ' - 0 " 12 ' - 2 1 / 2 " 8 " 2' - 0 " MI N I M U M 8' - 2 1 / 2 " MA I L B O X E S ST A I R #1 UP P E R TE N A N T EN T R Y BA L C O N Y ST A I R #2 ME C H . CO R R I D O R CA N O P Y A B O V E PA T I O PA T I O PA T I O PA T I O BA L C O N Y BA L C O N Y BA L C O N Y EL E V . C L E A R 5 ' - 1 " 1B D R U N I T A 1B D R U N I T A 1B D R U N I T A 1B D R U N I T A 1B D R U N I T A 1B D R U N I T A 1B D R U N I T A 2B D R U N I T A 2B D R U N I T C 2B D R U N I T B 2B D R U N I T D 8' - 2 1 / 2 " TR A S H BA L C O N Y BA L C O N Y BA L C O N Y BA L C O N Y ME C H . CO R R I D O R ST A I R #1 ST A I R #2 - - - ---- - - COAT HV A C BA T H BE D R O O M KITCHEN------COAT HVACLIVING/DINING KITCHEN----COAT HVACKITCHENBATHBEDROOMLIVING/DINING RO O F T O P M E C H A N I C A L UN I T S , T Y P I C A L ROOF ACCES HATCH EL E V A T O R PE N T H O U S E SHEET NUMBER:© 2012 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.ARCHITECT'S JOB NO:UNIT TYPE88 UNION CENTER SUITE 106, MEMPHIS, TENNESSEE 38103 (901) 526 . 5080 FAX: (901) 526 . 5081 WWW.ARCHINCMEMPHIS.COMISSUE DATE: D O N O T S C A L E D R A W I N G S . S H E E T S M A Y B E D I S T O R T E D B Y T H E R E P R O D U C T I O N P R O C E S S . U S E P R O V I D E D D I M E N S IO N S A N D N O T E S O N L Y . I F N O T S H O W N , R E Q U E S T C L A R I F I C A T I O N F R O M T H E A R C H I T E C T . C O N T R A C T O R S H A L L V E R I F Y ALL DIMENSIONS AND CONDITIONS IN FIELD.NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION 95 SOUTH TENTH STREET PITTSBURGH, PENNSYLVANIA 15203 T: 412.488.8822 F: 412.488.8825720 OLIVE STREET SUITE 2500 ST. LOUIS, MO 63101 T: 314.621.3400 F: 314.421.3289 MCCORMACK BARON SALAZAR LAQUATRA BONCI ASSOCIATES 2 - 2.8bSOUTHSIDE EAST REVITALIZATION PHASE 1 103090% DESIGN DEVELOPMENT 34G -Durham3/2/12 1 2 " = 1 ' - 0 " BU I L D I N G D A T A A N D U N I T S U M M A R Y - Co D 1 / 1 6 " = 1 ' - 0 " 1 FI R S T F L O O R B U I L D I N G P L A N - S o u t h s i d e Ea s t 1 / 1 6 " = 1 ' - 0 " 2 SE C O N D F L O O R B U I L D I N G P L A N - So u t h s i d e E a s t 1 / 1 6 " = 1 ' - 0 " 3 TH I R D F L O O R B U I L D I N G P L A N - S o u t h s i d e Ea s t 1 / 8 " = 1 ' - 0 " 4 1 B D R M L I V E / W O R K U N I T - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 5 1 B D R M A U N I T P L A N - S o u t h s i d e E a s t 1/8" = 1'-0"6 1 BDRM B UNIT PLAN - Southside East 1/8" = 1'-0"7 1 BDRM C UNIT PLAN - Southside East BUILDING 1 (F O U R T H F L O O R S I M I L A R ) 1 / 1 6 " = 1 ' - 0 " 8 RO O F P L A N - S o u t h s i d e E a s t UPDN UP LIVING/DINING BEDROOM BEDROOM HVAC BATH WHKITCHENCOAT LIVING/DINING BEDROOM BEDROOMBATHWHCOATKITCHENHVAC --MECH.COATHVACBATHBEDROOMLIVING/DINING KITCHENBEDROOM-------- EL E V . CO A T HV A C BA T H BE D R O O M LI V I N G / D I N I N G KI T C H E N BE D R O O M SE C O N D F L O O R PL A N 10 ' - 8 " TH I R D F L O O R PL A N 21 ' - 4 " FO U R T H F L O O R PL A N 32 ' - 0 " RO O F 42 ' - 8 " FI R S T F L O O R PL A N 0" RO O F T O P M E C H A N I C A L U N I T S LI N E O F S I G H T RO X B O R O S T R E E T DA T U M L I N E - 3 7 2 . 5 5' - 4 " SHEET NUMBER:© 2012 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.ARCHITECT'S JOB NO:UNIT TYPE88 UNION CENTER SUITE 106, MEMPHIS, TENNESSEE 38103 (901) 526 . 5080 FAX: (901) 526 . 5081 WWW.ARCHINCMEMPHIS.COMISSUE DATE: D O N O T S C A L E D R A W I N G S . S H E E T S M A Y B E D I S T O R T E D B Y T H E R E P R O D U C T I O N P R O C E S S . U S E P R O V I D E D D I M E N S IO N S A N D N O T E S O N L Y . I F N O T S H O W N , R E Q U E S T C L A R I F I C A T I O N F R O M T H E A R C H I T E C T . C O N T R A C T O R S H A L L V E R I F Y ALL DIMENSIONS AND CONDITIONS IN FIELD.NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION 95 SOUTH TENTH STREET PITTSBURGH, PENNSYLVANIA 15203 T: 412.488.8822 F: 412.488.8825720 OLIVE STREET SUITE 2500 ST. LOUIS, MO 63101 T: 314.621.3400 F: 314.421.3289 MCCORMACK BARON SALAZAR LAQUATRA BONCI ASSOCIATES 2 - 2.9bSOUTHSIDE EAST REVITALIZATION PHASE 1 103090% DESIGN DEVELOPMENT 34G -Durham3/2/12 1/8" = 1'-0"1 2 BDRM A UNIT PLAN - Southside East 1/8" = 1'-0"2 2 BDRM B UNIT PLAN - Southside East 1/8" = 1'-0"3 2 BDRM C UNIT PLAN - Southside East 1 / 8 " = 1 ' - 0 " 4 2 B D R M D U N I T P L A N - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 5 LI N E O F S I G H T T O R O O F T O P H V A C BUILDING 1 SE C O N D F L O O R PL A N 10 ' - 8 " TH I R D F L O O R PL A N 21 ' - 4 " FO U R T H F L O O R PL A N 32 ' - 0 " RO O F 42 ' - 8 " FI R S T F L O O R PL A N 0"DA T U M L I N E - 3 7 2 . 5 5' - 4 " BRICK E.I.F.S.VINYL WINDOWS B L D G H E I G H T 4 2 ' - 4 " BRICKBALCONIES, TYP.SITE WALLS AND STAIRS, REFER TO SITE PLANS. LE V E L E N T R Y T O T E R R A C E ST A I R U P TO TE R R A C E ST A I R U P TO TE R R A C E SP R I N K L E R RO O M , B E Y O N D EG R E S S F R O M ST A I R 2 , B E Y O N D CANOPY AWNINGS, TYP. SE C O N D F L O O R PL A N 10 ' - 8 " TH I R D F L O O R PL A N 21 ' - 4 " FO U R T H F L O O R PL A N 32 ' - 0 " RO O F 42 ' - 8 " DA T U M L I N E - 3 7 2 . 5 5' - 4 " BRICK E.I.F.S. SE C O N D F L O O R PL A N 10 ' - 8 " TH I R D F L O O R PL A N 21 ' - 4 " FO U R T H F L O O R PL A N 32 ' - 0 " RO O F 42 ' - 8 " FI R S T F L O O R PL A N 0"DA T U M L I N E - 3 7 2 . 5 5' - 4 " BR I C K E. I . F . S . TE R R A C E , B E Y O N D SE C O N D F L O O R PL A N 10 ' - 8 " TH I R D F L O O R PL A N 21 ' - 4 " FO U R T H F L O O R PL A N 32 ' - 0 " RO O F 42 ' - 8 " FI R S T F L O O R PL A N 0"DA T U M L I N E - 3 7 2 . 5 5' - 4 " BRICKE.I.F.S.CANOPYCANOPYAWNINGS SHEET NUMBER:© 2012 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.ARCHITECT'S JOB NO:UNIT TYPE88 UNION CENTER SUITE 106, MEMPHIS, TENNESSEE 38103 (901) 526 . 5080 FAX: (901) 526 . 5081 WWW.ARCHINCMEMPHIS.COMISSUE DATE: D O N O T S C A L E D R A W I N G S . S H E E T S M A Y B E D I S T O R T E D B Y T H E R E P R O D U C T I O N P R O C E S S . U S E P R O V I D E D D I M E N S IO N S A N D N O T E S O N L Y . I F N O T S H O W N , R E Q U E S T C L A R I F I C A T I O N F R O M T H E A R C H I T E C T . C O N T R A C T O R S H A L L V E R I F Y ALL DIMENSIONS AND CONDITIONS IN FIELD.NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION 95 SOUTH TENTH STREET PITTSBURGH, PENNSYLVANIA 15203 T: 412.488.8822 F: 412.488.8825720 OLIVE STREET SUITE 2500 ST. LOUIS, MO 63101 T: 314.621.3400 F: 314.421.3289 MCCORMACK BARON SALAZAR LAQUATRA BONCI ASSOCIATES 2 - 2.10bSOUTHSIDE EAST REVITALIZATION PHASE 1 103090% DESIGN DEVELOPMENT 34G -Durham3/2/12 1 / 8 " = 1 ' - 0 " 1 FR O N T E L E V A T I O N ( R o x b o r o S t r e e t ) - So u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 2 RE A R E L E V A T I O N - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 3 LE F T E L E V A T I O N - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 4 RI G H T E L E V A T I O N - S o u t h s i d e E a s t BUILDING 1 SE C O N D F L O O R PL A N 10 ' - 8 " TH I R D F L O O R PL A N 21 ' - 4 " FO U R T H F L O O R PL A N 32 ' - 0 " RO O F 42 ' - 8 " FI R S T F L O O R PL A N 0"DA T U M L I N E - 3 7 2 . 5 5' - 4 " BR I C K E. I . F . S . VI N Y L W I N D O W S ME T A L R A I L I N G S PR E F A B P E D E S T A L S B L D G H E I G H T A B B A A A A A A A B B B B B B B A A A A A A A B B B B B B A A A A B B A A A A A A B B B B B B A A A A A A A A BRICKE.I.F.S. C C C C C C C C C C C C C C C C C C C C C C C C C C C BR I C K E. I . F . S . 70 B B A A A A A A A A A B B B B A B BB BB A A A A A A A A A A B B A A A A B B B B B B B B A A A A B B A A BRICKE.I.F.S.CANOPY C C C C C C C C C C C B B C C C C C B B SHEET NUMBER:© 2012 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.ARCHITECT'S JOB NO:UNIT TYPE88 UNION CENTER SUITE 106, MEMPHIS, TENNESSEE 38103 (901) 526 . 5080 FAX: (901) 526 . 5081 WWW.ARCHINCMEMPHIS.COMISSUE DATE: D O N O T S C A L E D R A W I N G S . S H E E T S M A Y B E D I S T O R T E D B Y T H E R E P R O D U C T I O N P R O C E S S . U S E P R O V I D E D D I M E N S IO N S A N D N O T E S O N L Y . I F N O T S H O W N , R E Q U E S T C L A R I F I C A T I O N F R O M T H E A R C H I T E C T . C O N T R A C T O R S H A L L V E R I F Y ALL DIMENSIONS AND CONDITIONS IN FIELD.NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION 95 SOUTH TENTH STREET PITTSBURGH, PENNSYLVANIA 15203 T: 412.488.8822 F: 412.488.8825720 OLIVE STREET SUITE 2500 ST. LOUIS, MO 63101 T: 314.621.3400 F: 314.421.3289 MCCORMACK BARON SALAZAR LAQUATRA BONCI ASSOCIATES 2 - 2.11cSOUTHSIDE EAST REVITALIZATION PHASE 1 103090% DESIGN DEVELOPMENT 34G3/2/12 1 / 1 6 " = 1 ' - 0 " 1 FR O N T E L E V A T I O N ( R o x b o r o S t r e e t ) - C o D 1 / 1 6 " = 1 ' - 0 " 2 LE F T E L E V A T I O N - C o D 1 / 1 6 " = 1 ' - 0 " 3 RE A R E L E V A T I O N - C o D 1 / 1 6 " = 1 ' - 0 " 4 RI G H T E L E V A T I O N - C o D FULL FACADE WIDTH = 187'- 0"1ST FLOOR HEIGHT = 10' - 8"2ND FLOOR HEIGHT = 10' - 8"3RD FLOOR HEIGHT = 10' - 8"4TH FLOOR HEIGHT = 10' - 8"GLAZING SF @ WINDOW A = 18 SF GLAZING SF @ WINDOW B = 36 SF SINGLE DOOR AND TRANSOM = 36 SF DOUBLE DOOR A ND TRANSOM = 56 SF 1ST FLOOR (56 SF x 13) 64 SF = 792 SF 187' - 0" x 10' - 8" = 1995 SF 792 SF/1995 SF = 40% FENESTRATION AT 1ST FLOOR 2ND FLOOR (18 SF x 11) + (36 SF x 5) + (18 SF x 4) + (36 SF x 4) = 594 SF 187' - 0" x 10' - 8" = 1995 SF 594 SF/1995 SF = 30% FENESTRATION AT 2ND FLOOR 3RD/4TH FLOORS (18 SF x 11) + (36 SF x 9) = 522 SF 187' - 0" x 10' - 8" = 1995 SF 522 SF/1995 SF = 26% FENESTRATION AT 3RD/4TH FLOORS FULL FACADE WIDTH = 66' - 4"1ST FLOOR HEIGHT = 10' - 8"2ND FLOOR HEIGHT = 10' - 8"3RD FLOOR HEIGHT = 10' - 8"4TH FLOOR HEIGHT = 10' - 8"GLAZING SF @ WINDOW A = 18 SF GLAZING SF @ WINDOW B = 36 SF GLAZING SF @ WINDOW C = 8 SF SINGLE DOOR AND TRANSOM = 36 SF DOUBLE DOOR A ND TRANSOM = 56 SF 1ST FLOOR (8 SF x 3) + 36 SF = 60 SF 66' - 4" x 10' - 8" = 708 SF 60 SF/708 SF = 9% FENESTRATION AT 1ST FLOOR 2ND FLOOR (8 SF x 8) + (36 SF x 2) = 136 SF 66' - 4" x 10' - 8" = 708 SF 136 SF/708 SF = 31% FENESTRATION AT 2ND FLOOR 3RD/4TH FLOORS (8 SF x 8) + (36 SF x 2) = 136 SF 66' - 4" x 10' - 8" = 708 SF 136 SF/708 SF = 31% FENESTRATION AT 3RD/4TH FLOORS FULL FACADE WIDTH = 66' - 4"1ST FLOOR HEIGHT = 10' - 8"2ND FLOOR HEIGHT = 10' - 8"3RD FLOOR HEIGHT = 10' - 8"4TH FLOOR HEIGHT = 10' - 8"GLAZING SF @ WINDOW A = 18 SF GLAZING SF @ WINDOW B = 36 SF GLAZING SF @ WINDOW C = 8 SF SINGLE DOOR AND TRANSOM = 36 SF DOUBLE DOOR A ND TRANSOM = 56 SF 1ST FLOOR (8 SF x 3) + 36 SF = 60 SF 66' - 4" x 10' - 8" = 708 SF 60 SF/708 SF = 9% FENESTRATION AT 1ST FLOOR 2ND FLOOR (8 SF x 8) + (36 SF x 2) = 136 SF 66' - 4" x 10' - 8" = 708 SF 136 SF/708 SF = 31% FENESTRATION AT 2ND FLOOR 3RD/4TH FLOORS (8 SF x 8) + (36 SF x 2) = 136 SF 66' - 4" x 10' - 8" = 708 SF 136 SF/708 SF = 31% FENESTRATION AT 3RD/4TH FLOORSFULL FACADE WIDTH = 187'- 0"1ST FLOOR HEIGHT = 10' - 8"2ND FLOOR HEIGHT = 10' - 8"3RD FLOOR HEIGHT = 10' - 8"4TH FLOOR HEIGHT = 10' - 8"GLAZING SF @ WINDOW A = 18 SF GLAZING SF @ WINDOW B = 36 SF SINGLE DOOR AND TRANSOM = 36 SF DOUBLE DOOR A ND TRANSOM = 56 SF 2ND FLOOR (18 SF x 11) + (36 SF x 5) + (56 SF x 2) + (36 SF x 3) + 24 SF =622 SF 187' - 0" x 10' - 8" = 1995 SF 622 SF/1995 SF = 31% FENESTRATION AT 2ND FLOOR 3RD/4TH FLOORS (18 SF x 11) + (36 SF x 9) = 522 SF 187' - 0" x 10' - 8" = 1995 SF 522 SF/1995 SF = 26% FENESTRATION AT 3RD/4TH FLOORS BUILDING 1 UP UP DN UP DN UP UP D Un i t N a m e Bu i l d i n g D a t a a n d U n i t S u m m a r y : B u i l d i n g 2 - 31 G A p a r t m e n t B u i l d i n g ( 3 1 G ) p r e v i o u s l y B u i l d i n g 3 8 G Qu a n t i t y of U n i t s De s c r i p t i o n o f U n i t s Un i t N e t / H e a t e d SF Bu i l d i n g Ne t / H e a t e d S F 1B D R - A 1B D R - B 1B D R - C 1B D R - D 2B D R - G 2B D R - E Li v e / W o r k ( 2 ) 1 B e d r o o m - 1 B a t h 1 B e d r o o m - 1 B a t h 1 B e d r o o m - 1 B a t h 1 B e d r o o m - 1 B a t h 2 B e d r o o m - 2 B a t h 2 B e d r o o m - 1 B a t h 2 B e d r o o m - 1 B a t h L i v e / W o r k 68 4 Su b t o t a l U n i t s 26 Bl d g T o t a l s Co m m o n S p a c e Co o r i d o r / M e c h Bu i l d i n g Gr o s s S F 1 B e d r o o m - 1 B a t h L i v e / W o r k Li v e / W o r k ( 1 ) 2, 0 5 2 14262633 St o r a g e Su b t o t a l B u i l d i n g Su b t o t a l L i v e / W o r k 5 313 71 0 2, 1 3 0 65 9 3, 9 5 4 79 2 1, 5 8 4 1, 0 3 9 6, 2 3 4 1, 2 2 3 2, 4 4 6 23 , 1 0 6 7, 5 6 6 79 4 3, 1 7 6 Co m m o n R o o m 99 2 99 2 4, 1 6 8 34 , 8 4 0 2B D R - F 2 B e d r o o m - 1 B a t h 3 93 4 2, 8 0 2 3B D R 3 B e d r o o m - 2 B a t h 1 1, 9 0 4 1, 9 0 4 37 , 2 6 5 TR A S H EL E V . PI T RE S I D E N T BI K E ST O R A G E MA C H . SE C O N D F L O O R L E V E L A B O V E , U N E X C A V A T E D 2 B E D R O O M LI V E / W O R K U N I T (1 1 0 0 s f ) 1 B E D R O O M LI V E / W O R K U N I T (8 1 3 s f ) ME C H (2 0 ) B I K E S T O R A G E S P A C E S 8' - 5 " LO W E R TE N A N T EN T R Y SE R V I C E ST A I R 1 8' - 0 " (T R A N S O M AB O V E ) 4" F U R R O U T PT D . C O N C . CA N O P Y A B O V E 6' - 4 " x 4 ' - 0 " 10 ' - 8 " x 3 ' - 4 " EX I T A T G R A D E EX I T A T G R A D E EL E V . ME C H . TR A S H EL E C 1B D R U N I T C 2B D R U N I T A 1B D R U N I T C 1B D R U N I T B 1B D R U N I T A 2B D R U N I T A 3B D R U N I T 2B D R U N I T B UP P E R TE N A N T EN T R Y M A I L B O X E S ST A I R 1 ST A I R 2 2 0 ' - 8 " 2 2 ' - 3 " 2 0 ' - 9 " F A C E O F F O U N D A T I O N / S T U D S ( T Y P I C A L ) 6 3 ' - 8 " 2 0 ' - 9 " 2 0 ' - 9 " 2 2 ' - 2 " 37 ' - 0 " 26 ' - 0 " 40 ' - 0 " 19 ' - 0 " 37 ' - 8 " fa c e o f f o u n d a t i o n / s t u d ( t y p i c a l ) 15 9 ' - 8 " 2' - 8 " 37 ' - 0 " 26 ' - 0 " 40 ' - 0 " 19 ' - 0 " 37 ' - 8 " 15 9 ' - 8 " 6 3 ' - 8 " 10 ' - 3 " 2' - 0 " 10 ' - 3 " 2' - 0 " 10 ' - 3 " 11 ' - 3 " 11 ' - 3 " 11 ' - 3 " 10 ' - 5 3 / 4 " 10 ' - 5 1 / 2 " 10 ' - 5 3 / 4 " PA T I O BA L C O N Y BA L C O N Y BA L C O N Y PA T I O PA T I O PA T I O PA T I O CA N O P Y A B V . FI R E AN N O U N C . PA N E L CA N O P Y B E L O W 2 - 2 . 1 4 b 4 - - - - EL E V . ME C H . me c h . el e c . 1B D R U N I T C 2B D R U N I T A 1B D R U N I T C 1B D R U N I T B 1B D R U N I T A 2B D R U N I T A 1B D R U N I T D 2B D R U N I T C CO A T HV A C ST A I R 2 ST A I R 1 2B D R U N I T B EL E C T . TR A S H UP OP E N T O BE L O W BA L C O N Y BA L C O N Y BA L C O N Y BA L C O N Y CA N O P Y BE L O W HVACBATHLIVING/DINING BEDROOM COAT KITCHENHVACCOATBATHKITCHENLIVING/DINING BEDROOM --COAT HVACBATHBEDROOMLIVING/DINING HVACCBATHKITCHEN LIVING/DINING BEDROOM--- 1 B E D R O O M LI V E / W O R K UN I T ROOF TOP MECH. UNITS, TYP RO O F A C C E S S H A T C H SHEET NUMBER:© 2012 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.ARCHITECT'S JOB NO:UNIT TYPE88 UNION CENTER SUITE 106, MEMPHIS, TENNESSEE 38103 (901) 526 . 5080 FAX: (901) 526 . 5081 WWW.ARCHINCMEMPHIS.COMISSUE DATE: D O N O T S C A L E D R A W I N G S . S H E E T S M A Y B E D I S T O R T E D B Y T H E R E P R O D U C T I O N P R O C E S S . U S E P R O V I D E D D I M E N S IO N S A N D N O T E S O N L Y . I F N O T S H O W N , R E Q U E S T C L A R I F I C A T I O N F R O M T H E A R C H I T E C T . C O N T R A C T O R S H A L L V E R I F Y ALL DIMENSIONS AND CONDITIONS IN FIELD.NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION 95 SOUTH TENTH STREET PITTSBURGH, PENNSYLVANIA 15203 T: 412.488.8822 F: 412.488.8825720 OLIVE STREET SUITE 2500 ST. LOUIS, MO 63101 T: 314.621.3400 F: 314.421.3289 MCCORMACK BARON SALAZAR LAQUATRA BONCI ASSOCIATES 2 - 2.12bSOUTHSIDE EAST REVITALIZATION PHASE 1 103090% DESIGN DEVELOPEMENT 31G -Durham3/2/12 1 2 " = 1 ' - 0 " BU I L D I N G D A T A A N D U N I T S U M M A R Y - Co D 1 / 1 6 " = 1 ' - 0 " 1 FI R S T F L O O R B U I L D I N G P L A N - S o u t h s i d e Ea s t 1 / 1 6 " = 1 ' - 0 " 2 SE C O N D F L O O R B U I L D I N G P L A N - So u t h s i d e E a s t 1 / 1 6 " = 1 ' - 0 " 3 TH I R D F L O O R B U I L D I N G P L A N - S o u t h s i d e Ea s t 1/8" = 1'-0"4 1 BDRM A UNIT PLAN - Southside East 1/8" = 1'-0"5 1 BDRM B UNIT PLAN - Southside East 1/8" = 1'-0"6 1 BDRM C UNIT PLAN - Southside East 1 / 8 " = 1 ' - 0 " 7 1 B D R M D U N I T P L A N - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 8 1 B D R M L I V E / W O R K U N I T - S o u t h s i d e E a s t (F O U R T H F L O O R S I M I L A R ) 1 / 1 6 " = 1 ' - 0 " 9 RO O F - S o u t h s i d e E a s t BUILDING 2 UP HVAC C BATHKITCHENLIVING/DINING BEDROOM BEDROOMHVACCOATBATHKITCHENLIVING/DININGBEDROOMBEDROOM---HVAC COATBATHKITCHENLIVING/DINING BEDROOM BATHBEDROOM --- 2 B E D R O O M LI V E / W O R K UN I T SE C O N D F L O O R PL A N 18 ' - 0 " TH I R D F L O O R PL A N 28 ' - 8 " FO U R T H F L O O R PL A N 39 ' - 4 " RO O F 50 ' - 0 " FI R S T F L O O R PL A N 0' - 0 " RO O F T O P M E C H A N I C A L U N I T S LI N E O F S I G H T LA K E W O O D A V E DA T U M L I N E 3 6 6 . 8 5 9' - 0 " SHEET NUMBER:© 2012 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.ARCHITECT'S JOB NO:UNIT TYPE88 UNION CENTER SUITE 106, MEMPHIS, TENNESSEE 38103 (901) 526 . 5080 FAX: (901) 526 . 5081 WWW.ARCHINCMEMPHIS.COMISSUE DATE: D O N O T S C A L E D R A W I N G S . S H E E T S M A Y B E D I S T O R T E D B Y T H E R E P R O D U C T I O N P R O C E S S . U S E P R O V I D E D D I M E N S IO N S A N D N O T E S O N L Y . I F N O T S H O W N , R E Q U E S T C L A R I F I C A T I O N F R O M T H E A R C H I T E C T . C O N T R A C T O R S H A L L V E R I F Y ALL DIMENSIONS AND CONDITIONS IN FIELD.NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION 95 SOUTH TENTH STREET PITTSBURGH, PENNSYLVANIA 15203 T: 412.488.8822 F: 412.488.8825720 OLIVE STREET SUITE 2500 ST. LOUIS, MO 63101 T: 314.621.3400 F: 314.421.3289 MCCORMACK BARON SALAZAR LAQUATRA BONCI ASSOCIATES 2 - 2.13bSOUTHSIDE EAST REVITALIZATION PHASE 1 103090% DESIGN DEVELOPEMENT 31G -Durham3/2/12 1/8" = 1'-0"1 2 BDRM C UNIT PLAN - Southside East 1/8" = 1'-0"2 2 BDRM B UNIT PLAN - Southside East 1/8" = 1'-0"3 2 BDRM A UNIT PLAN - Southside East 1 / 8 " = 1 ' - 0 " 4 2 B D R M L I V E / W O R K U N I T - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 5 LI N E O F S I G H T T O R O O F H V A C BUILDING 2 SECOND FLOOR PLAN 18' - 0"THIRD FLOOR PLAN 28' - 8"FOURTH FLOOR PLAN 39' - 4"ROOF 50' - 0"FIRST FLOOR PLAN 0' - 0" DA T U M L I N E 3 6 6 . 8 5 9' - 0 " BRICKE.F.I.S.METAL AND GLASS DOORSVINYL WINDOWS 26% FENESTRATION26% FENESTRATION26% FENESTRATION B L D G H E I G H T 4 6 ' - 0 " SECOND FLOOR PLAN 18' - 0"THIRD FLOOR PLAN 28' - 8"FOURTH FLOOR PLAN 39' - 4"ROOF 50' - 0"BRICK E.F.I.S. SE C O N D F L O O R PL A N 18 ' - 0 " TH I R D F L O O R PL A N 28 ' - 8 " FO U R T H F L O O R PL A N 39 ' - 4 " RO O F 50 ' - 0 " FI R S T F L O O R PL A N 0' - 0 " DA T U M L I N E 3 6 6 . 8 5 9' - 0 " E. F . I . S . BR I C K AW N I N G S SECOND FLOOR PLAN 18' - 0"THIRD FLOOR PLAN 28' - 8"FOURTH FLOOR PLAN 39' - 4"ROOF 50' - 0"FIRST FLOOR PLAN 0' - 0"DATUM LINE 366.85 9' - 0" E. I . F . S . BR I C K SHEET NUMBER:© 2012 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.ARCHITECT'S JOB NO:UNIT TYPE88 UNION CENTER SUITE 106, MEMPHIS, TENNESSEE 38103 (901) 526 . 5080 FAX: (901) 526 . 5081 WWW.ARCHINCMEMPHIS.COMISSUE DATE: D O N O T S C A L E D R A W I N G S . S H E E T S M A Y B E D I S T O R T E D B Y T H E R E P R O D U C T I O N P R O C E S S . U S E P R O V I D E D D I M E N S IO N S A N D N O T E S O N L Y . I F N O T S H O W N , R E Q U E S T C L A R I F I C A T I O N F R O M T H E A R C H I T E C T . C O N T R A C T O R S H A L L V E R I F Y ALL DIMENSIONS AND CONDITIONS IN FIELD.NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION 95 SOUTH TENTH STREET PITTSBURGH, PENNSYLVANIA 15203 T: 412.488.8822 F: 412.488.8825720 OLIVE STREET SUITE 2500 ST. LOUIS, MO 63101 T: 314.621.3400 F: 314.421.3289 MCCORMACK BARON SALAZAR LAQUATRA BONCI ASSOCIATES 2 - 2.14bSOUTHSIDE EAST REVITALIZATION PHASE 1 103090% DESIGN DEVELOPEMENT 31G -Durham3/2/12 BUILDING 2 1 / 8 " = 1 ' - 0 " 1 FR O N T E L E V A T I O N ( L a k e v i e w A v e . ) - So u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 2 RE A R E L E V A T I O N ( P a r k i n g S i d e ) - So u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 3 LE F T E L E V A T I O N - S o u t h s i d e E a s t 1 / 8 " = 1 ' - 0 " 4 RI G H T E L E V A T I O N - S o u t h s i d e E a s t SECOND FLOOR PLAN 18' - 0"THIRD FLOOR PLAN 28' - 8"FOURTH FLOOR PLAN 39' - 4"ROOF 50' - 0"FIRST FLOOR PLAN 0' - 0" DA T U M L I N E 3 6 6 . 8 5 9' - 0 " BRICKE.F.I.S.METAL AND GLASS DOORSVINYL WINDOWS B L D G H E I G H T A A A A D D D B B B B D D B A A D D A B B D D D D D B B A A B B A B A A B B A B A A A A B B B A A A A B B B B B B B B B D 4 6 ' - 0 " E.F.I.S.BRICK C C C C C C C C CCCD D C C C C C C C C CCCC C C C C BRICK E.F.I.S. A A B B B A B A B B B B B BB B B B B BB BB BB BB A A A A A A AA A A A A A A E. I . F . S . BR I C K C C C C C C C C C C C C C C C C C C C C C C C C C C C D D SHEET NUMBER:© 2012 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT.ARCHITECT'S JOB NO:UNIT TYPE88 UNION CENTER SUITE 106, MEMPHIS, TENNESSEE 38103 (901) 526 . 5080 FAX: (901) 526 . 5081 WWW.ARCHINCMEMPHIS.COMISSUE DATE: D O N O T S C A L E D R A W I N G S . S H E E T S M A Y B E D I S T O R T E D B Y T H E R E P R O D U C T I O N P R O C E S S . U S E P R O V I D E D D I M E N S IO N S A N D N O T E S O N L Y . I F N O T S H O W N , R E Q U E S T C L A R I F I C A T I O N F R O M T H E A R C H I T E C T . C O N T R A C T O R S H A L L V E R I F Y ALL DIMENSIONS AND CONDITIONS IN FIELD.NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION 95 SOUTH TENTH STREET PITTSBURGH, PENNSYLVANIA 15203 T: 412.488.8822 F: 412.488.8825720 OLIVE STREET SUITE 2500 ST. LOUIS, MO 63101 T: 314.621.3400 F: 314.421.3289 MCCORMACK BARON SALAZAR LAQUATRA BONCI ASSOCIATES 2 - 2.15cSOUTHSIDE EAST REVITALIZATION PHASE 1 103090% DESIGN DEVELOPEMENT 31G3/2/12 1 / 1 6 " = 1 ' - 0 " 1 FR O N T E L E V A T I O N ( L a k e v i e w A v e . ) - C o D 1 / 1 6 " = 1 ' - 0 " 2 LE F T E L E V A T I O N - C o D FULL FACADE WIDTH = 162'- 3"1ST FLOOR HEIGHT = 18' - 0"2ND FLOOR HEIGHT = 10' - 8"3RD FLOOR HEIGHT = 10' - 8"4TH FLOOR HEIGHT = 10' - 8"GLAZING SF @ WINDOW A = 18 SF GLAZING SF @ WINDOW B = 36 SF GLAZING SF @ WINDOW C = 24 SF GLAZING SF @ CLER ESTORY = 23 SF SINGLE DOOR AND TRANSOM = 36 SF DOUBLE DOOR A ND TRANSOM = 56 SF DOUBLE DOOR = 47 SF 1ST FLOOR (56 SF x 10) + (47 SF x 2) + (24 SF x 13) = 966 SF 162' - 3" x 18' - 0" = 2920.5 SF 966 SF/2920.5 SF = 33% FENESTRATION AT 1ST FLOOR 2ND/3RD/4TH FLOORS (18 SF x 7) + (36 SF x 9) = 450 SF 162' - 3" x 10' - 8" = 1731 SF 450 SF/1731 SF = 26% FENESTRATION AT 2ND/3RD/4TH FLOORS 1 / 1 6 " = 1 ' - 0 " 3 RE A R E L E V A T I O N ( P a r k i n g S i d e ) - C o D 1 / 1 6 " = 1 ' - 0 " 4 RI G H T E L E V A T I O N - C o D FULL FACADE WIDTH = 66'- 3"1ST FLOOR HEIGHT = 18' - 0"2ND FLOOR HEIGHT = 10' - 8"3RD FLOOR HEIGHT = 10' - 8"4TH FLOOR HEIGHT = 10' - 8"GLAZING SF @ WINDOW A = 18 SF GLAZING SF @ WINDOW B = 36 SF GLAZING SF @ WINDOW C = 24 SF GLAZING SF @ CLER ESTORY = 23 SF SINGLE DOOR AND TRANSOM = 36 SF DOUBLE DOOR A ND TRANSOM = 56 SF DOUBLE DOOR = 47 SF 1ST FLOOR (23 SF x 2) + (8 SF x 3) + 36 SF = 106 SF 66' - 3" x 18' - 0" = 1193 SF 106 SF/1193 SF = 9% FENESTRATION AT 1ST FLOOR 2ND/3RD/4TH FLOORS (36 SF x 2) + (8 SF x 8) = 136 SF 66' - 3" x 10' - 8" = 707 SF 136 SF/707 SF = 1 9% FENESTRATION AT 2ND/3RD/4TH FLOORS FULL FACADE WIDTH = 66'- 3"1ST FLOOR HEIGHT = 18' - 0"2ND FLOOR HEIGHT = 10' - 8"3RD FLOOR HEIGHT = 10' - 8"4TH FLOOR HEIGHT = 10' - 8"GLAZING SF @ WINDOW A = 18 SF GLAZING SF @ WINDOW B = 36 SF GLAZING SF @ WINDOW C = 24 SF GLAZING SF @ CLER ESTORY = 23 SF SINGLE DOOR AND TRANSOM = 36 SF DOUBLE DOOR A ND TRANSOM = 56 SF DOUBLE DOOR = 47 SF 1ST FLOOR (23 SF x 2) + (8 SF x 3) + 36 SF = 106 SF 66' - 3" x 18' - 0" = 1193 SF 106 SF/1193 SF = 9% FENESTRATION AT 1ST FLOOR 2ND/3RD/4TH FLOORS (36 SF x 2) + (8 SF x 8) = 136 SF 66' - 3" x 10' - 8" = 707 SF 136 SF/707 SF = 1 9% FENESTRATION AT 2ND/3RD/4TH FLOORSFULL FACADE WIDTH = 162'- 3"1ST FLOOR HEIGHT = 18' - 0"2ND FLOOR HEIGHT = 10' - 8"3RD FLOOR HEIGHT = 10' - 8"4TH FLOOR HEIGHT = 10' - 8"GLAZING SF @ WINDOW A = 18 SF GLAZING SF @ WINDOW B = 36 SF GLAZING SF @ WINDOW C = 24 SF GLAZING SF @ CLER ESTORY = 23 SF SINGLE DOOR AND TRANSOM = 36 SF DOUBLE DOOR A ND TRANSOM = 56 SF DOUBLE DOOR = 47 SF 2ND FLOOR (18 SF x 7) + (36 SF x 5) + (36 SF x 5) + 56 SF = 542 SF 162' - 3" x 10' - 8" = 1731 SF 542 SF/1731 SF = 31% FENESTRATION AT 2ND FLOOR 3RD/4TH FLOORS (18 SF x 7) + (36 SF x 8) = 414 SF 162' - 3" x 10' - 8" = 1731 SF 450 SF/1731 SF = 24% FENESTRATION AT 3RD/4TH FLOORS BUILDING 2 RE V I S I O N S : DA T E : DE S I G N E D B Y : DR A W N B Y : CH E C K E D B Y : Q. C . B Y : SH E E T # : SC A L E : PR O J E C T # : SO U T H S I D E E A S T MU L T I F A M I L Y D E V E L O P M E N T DU R H A M , N O R T H C A R O L I N A MA R C H 2 , 2 0 1 2 10 1 0 0 9 7 LI C E N S E # C - 0 1 3 9 6 95 South Tenth StreetPittsburgh, Pennsylvania 15203tel 412. 488. 8822 fax 412. 488.8825 FOR I N F O R M A T I O N A L PU R P O S E S O N L Y UT I L I T Y D E M O L I T I O N P L A N MW B MW B RJ K KW V 1" = 6 0 ' 3- 3 . 0 PROPERTY BOUNDARY LEGEND UTILITY DEMOLITION NOTES: - EXISTING CONDITIONS BASED ON SURVEY FROM S.D. PUCKETT & ASSOCIATES P.C. DATED AUGUST 2011. - EXISTING BUILDING DEMOLITION INFORMATION TAKEN FROM 1999 AERIAL PHOTO - PUBLIC WATER, SEWER AND STORM DRAINAGE TAKEN FROM CITY OF DURHAM GIS OR FIELD SURVEY PROVIDED. - REFER TO EROSION CONTROL PLANS FOR DEMOLITION CONSTRUCTION SEQUENCING - ALL SUBSURFACE PIPE SHALL BE REMOVED - CONTRACTOR TO NOTIFY AND COORDINATE REMOVAL OF PRIVATE UTILITIES WITH EACH COMPANY PRIOR TO DEMOLITION ACTIVITIES. - CONTRACTOR SHALL COORDINATE WITH CITY OF DURHAM PUBLIC WORKS DEPARTMENT FOR ALL CONNECTION AND ABANDONMENT PROCEDURES. (ALL FEES TO BE THE RESPONSIBILITY OF CONTRACTOR) - ALL EXISTING UTILITIES SHOWN OF THESE PLANS REPRESENT EXISTING CONDITIONS PRIOR TO ABANDONMENT AND SALVAGE OF ANY INFRASTRUCTURE BY RESPECTIVE UTILITY COMPANIES. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH CONDITIONS OF SITE PRIOR TO BIDDING AND CONSTRUCTION ACTIVITIES. ALL UTILITY COMPANIES SHALL BE CONTACTED 72 HOURS IN ADVANCE OF PROJECT START. ANY FEES ASSOCIATED AND REQUIRED TO ABANDON, RELOCATED, OR REMOVE UTILITIES SHALL BE THE RESPONSIBILITY IF THE GENERAL CONTRACTOR. - CONTRACTOR TO LOCATE EXISTING ON SITE WATER LINE PRIOR TO DEMOTION. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL ON SITE WATER LINE AND APPENDAGES. - CONTRACTOR/DEVELOPER TO CONTACT THE WATER MANAGEMENT DEPARTMENT TO HAVE THE EXISTING WATER METERS DELIVERED BACK TO THE CITY. - ALL EXISTING WATER, SEWER, AND STORM PIPE WITHIN THE PUBLIC RIGHTS-OF-WAY AND SHOWN TO BE DEMOLISHED ON THESE PLANS ARE TO BE REMOVED, NOT ABANDONED IN PLACE. * UTILITY DEMOLITION CALCULATIONS : LENGTH OF STORM DRAINAGE PIPE TO BE REMOVED:1828 LF LENGTH OF SANITARY SEWER PIPE TO BE REMOVED:1713 LF NUMBER OF CATCH BASINS / YARD INLETS TO BE REMOVED:26 NUMBER OF SANITARY SEWER MANHOLES TO BE REMOVED:16 NUMBER OF LIGHT POLES / AREA LIGHTS TO BE REMOVED:21 NUMBER OF FIRE HYDRANTS TO BE REMOVED:4 NUMBER OF WATER METERS / SERVICES TO BE REMOVED:18 NUMBER OF SANITARY SEWER CLEANOUTS / SERVICES TO BE REMOVED:39 NUMBER OF ELECTRIC TRANSFORMERS TO BE REMOVED:6 NUMBER OF TELEPHONE PEDESTALS TO BE REMOVED:24 NUMBER PF ELECTRIC PEDESTALS TO BE REMOVED:4 * ALL QUANTITIES TO BE VERIFIED BY CONTRACTOR * ALL QUANTITIES ARE PRIOR TO ANY WORK BY RESPECTIVE UTILITY COMPANIES PRIOR TO START OF PROJECT TELEPHONE PEDESTAL TO BE REMOVED (TYP) ELECTRIC PEDESTAL TO BE REMOVED (TYP) LIGHT POLE / AREA LIGHT TO BE REMOVED (TYP) SANITARY SEWER CLEANOUT TO BE REMOVED (TYP) FIRE HYDRANT TO BE REMOVED (TYP) WATER METER TO BE REMOVED (TYP) SANITARY SEWER MANHOLE TO BE REMOVED (TYP) YARD INLET TO BE REMOVED (TYP) CATCH BASIN TO BE REMOVED (TYP) ELECTRIC TRANSFORMER TO BE REMOVED (TYP) STORM DRAINAGE PIPE TO BE REMOVED (TYP) SANITARY SEWER PIPE TO BE REMOVED (TYP) EXISTING FIRE HYDRANT TO REMAIN EXISTING FIRE HYDRANT TO REMAIN. CONTRACTOR TO ENSURE WATER SYSTEM SERVING HYDRANT TO REMAIN. EXISTING SANITARY SEWER MANHOLE TO REMAIN. PLUG INVERTS OF INCOMING LINES. LOCATE EXISTING SANITARY SEWER SYSTEM. CONTRACTOR TO INSTALL MANHOLE. RIM TO MATCH GRADE AND SUMP TO MATCH PIPE INVERT. CONTRACTOR TO DISCONNECT ALL ONSITE STORM DRAINAGE SYSTEMS PRIOR TO CLEARING AND GRADING OPERATIONS REMOVE EXISTING STORM DRAINAGE PIPE TO LOCATION OF PROPOSED RISER BARREL. SEE EROSION CONTROL PLANS. DRY UTILITY CONTACTS: ELECTRICAL COMPANY: DUKE ENERGY CONTACT: ERIC DABER GAS COMPANY: PSNC CONTACT: DUNCAN WILLIAMS CABLE / PHONE COMPANY: TIME WARNER CABLE CONTACT: SEAN YOUNG COMPANY: VERIZON / FRONTIER CONTACT: MARCUS DICKINSON LOCATE EXISTING SANITARY SEWER SYSTEM. CONTRACTOR TO INSTALL MANHOLE. RIM TO MATCH GRADE AND SUMP TO MATCH PIPE INVERT. REMAINDER OF ON-SITE SEWER LINE TO BE REMOVED LOCATE EXISTING WATER SYSTEM. CONTRACTOR TO INSTALL VALVE, CAP AND 2" PLUG WITH 2" BLOW-OFF ASSEMBLY AT RIGHT OF WAY. REMAINDER OF ON-SITE WATER MAIN TO BE REMOVED. CONTRACTOR TO LOCATE AND DISCONNECT ALL ONSITE STORM DRAINAGE SYSTEMS PRIOR TO CLEARING AND GRADING OPERATIONS GENERAL NOTES: 1. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING UNLESS OTHERWISE SPECIFICALLY EXEMPTED BY THESE PLANS. 2. THE CONTRACTOR IS CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, PREVIOUS DESIGN DOCUMENTS, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF EXISTING UTILITIES MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO PROCEEDING. 4. PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES AND SHALL BE THOROUGHLY FAMILIAR WITH CONDITIONS OF SAID PERMITS AND INSPECTION REQUIREMENTS. 5. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR OUTSIDE THE CONSTRUCTION LIMITS. 7. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC ARE PROTECTED FROM INJURY. 8. NEITHER THE CONSULTANT NOR THE OWNER SHALL BE IN CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR ACTUAL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, OR FOR THE ACTS OR OMISSIONS OF CONTRACTORS, SUBCONTRACTORS, OR ANY OTHER PERSONS NOT UNDER THE EMPLOYMENT OF THE CONSULTANT OR THE OWNER. DEMOLITION NOTES: 1. CONTRACTOR SHALL NOTIFY THE CITY OF DURHAM 72 HOURS BEFORE DEMOLITION IS TO BEGIN. 2. CONTRACTOR SHALL SUBMIT DEMOLITION SCHEDULE TO OWNER PRIOR TO PROCEEDING WITH DEMOLITION ACTIVITIES. 3. EXTENT OF SITE CLEARING IS SHOWN ON DRAWINGS, SEE EROSION CONTROL PLANS. 4. UTILITY DEMOLITION WORK INCLUDES, BUT IS NOT LIMITED TO: A. STORM DRAINAGE B. SANITARY SEWER C. WATER D. ELECTRICAL E. COMMUNICATIONS 5. CONDUCT SITE DEMOLITION OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. 6. RESTORE DAMAGED IMPROVEMENTS TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO PARTIES HAVING JURISDICTION. 7. REMOVE WASTE MATERIALS AND UNSUITABLE AND EXCESS TOPSOIL FROM PROPERTY AND DISPOSE OF OFF-SITE IN A LEGAL MANNER. 8. LOCATE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES IN AREAS OF WORK. IF UTILITIES ARE TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS OF SUPPORT AND PROTECTION DURING DEMOLITION OPERATION. 9. SHOULD UNCHARTED, OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING DEMOLITION, CONSULT PROJECT ENGINEER AND UTILITY OWNER FOR IMMEDIATE ACTION. 10. DEMOLISH AND COMPLETELY REMOVE FROM SITE MATERIAL INDICATED ON PLAN OR NOTES "TO BE REMOVED". 11. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY THE DEMOLITION OPERATION. 12. CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE PATTERNS TO ADJACENT DRAINAGE SYSTEMS DURING CONSTRUCTION AND INSURE NO DAMAGE TO ADJACENT PROPERTIES OCCURS DURING STORM EVENTS. 13. CONTRACTOR TO REMOVE ALL VISIBLE OR REASONABLY IDENTIFIABLE MATERIAL, EQUIPMENT, ETC. FROM THE SITE IF NOT NEEDED FOR NEW CONSTRUCTION. 14. SURVEY DATUM IS FROM THE BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY S.D. PUCKETT & ASSOCIATES P.C. 15. THE LOCATION OF ALL UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER AND OWNER ASSUME NO RESPONSIBILITY FOR INACCURACY. 16. ALL DEMOLITION AND CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS. THE CONTRACTOR MUST COMPLY WITH ALL OF THE CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES. 17. PRIOR TO THE COMMENCEMENT OF DEMOLITION, THE CONTRACTOR WILL COORDINATE HIS ACTIVITIES WITH ALL UTILITY COMPANIES SERVING THIS AREA. THE CONTRACTOR IS TO COORDINATE FULLY WITH THE UTILITY COMPANIES ON THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 18. ALL OBJECTS AND MATERIALS TO BE REMOVED TO FULL DEPTH. THE CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL OF ALL WASTE MATERIAL. 19. ALL PAVING REMOVAL AND DEMOLITION SHALL BE PERFORMED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 20. RELOCATION OR REMOVAL OF OVERHEAD OR UNDERGROUND UTILITIES SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. 21. ALL PROPOSED PAVEMENT CUTS SHALL BE SAW CUT ONLY. 22. CONTRACTOR SHALL PROVIDE A MINIMUM OF 72 HOURS ADVANCE NOTICE TO THE OWNER PRIOR TO STARTING DEMOLITION ACTIVITIES. LOCATE EXISTING SANITARY SEWER SYSTEM. CONTRACTOR TO INSTALL MANHOLE. RIM TO MATCH GRADE AND SUMP TO MATCH PIPE INVERT. REMAINDER OF ON-SITE SEWER LINE TO BE REMOVED LOCATE EXISTING WATER SYSTEM. CONTRACTOR TO INSTALL VALVE, CAP AND 2" PLUG WITH 2" BLOW-OFF ASSEMBLY AT RIGHT OF WAY. REMAINDER OF ON-SITE WATER MAIN TO BE REMOVED. LOCATE EXISTING WATER SYSTEM. CONTRACTOR TO INSTALL VALVE, CAP AND 2" PLUG WITH 2" BLOW-OFF ASSEMBLY AT RIGHT OF WAY. REMAINDER OF ON-SITE WATER MAIN TO BE REMOVED. LOCATE EXISTING SANITARY SEWER SYSTEM. CONTRACTOR TO INSTALL MANHOLE. RIM TO MATCH GRADE AND SUMP TO MATCH PIPE INVERT. REMAINDER OF ON-SITE SEWER LINE TO BE REMOVED LOCATE EXISTING WATER SYSTEM. CONTRACTOR TO INSTALL VALVE, CAP AND 2" PLUG WITH 2" BLOW-OFF ASSEMBLY AT RIGHT OF WAY. REMAINDER OF ON-SITE WATER MAIN TO BE REMOVED. LOCATE EXISTING SANITARY SEWER SYSTEM. CONTRACTOR TO INSTALL MANHOLE. RIM TO MATCH GRADE AND SUMP TO MATCH PIPE INVERT. REMAINDER OF ON-SITE SEWER LINE TO BE REMOVED RE V I S I O N S : DA T E : DE S I G N E D B Y : DR A W N B Y : CH E C K E D B Y : Q. C . B Y : SH E E T # : SC A L E : PR O J E C T # : SO U T H S I D E E A S T MU L T I F A M I L Y D E V E L O P M E N T DU R H A M , N O R T H C A R O L I N A MA R C H 2 , 2 0 1 2 10 1 0 0 9 7 LI C E N S E # C - 0 1 3 9 6 95 South Tenth StreetPittsburgh, Pennsylvania 15203tel 412. 488. 8822 fax 412. 488.8825 FOR I N F O R M A T I O N A L PU R P O S E S O N L Y SI T E D E M O L I T I O N P L A N MW B MW B RJ K KW V 1" = 6 0 ' 3- 4 . 0 PROPERTY BOUNDARY EXISTING ROADWAY / CONCRETE TO BE REMOVED EXISTING BUILDING TO BE REMOVED (BY OTHERS, REMOVAL NOT IN CONTRACT) * LEGEND EXISTING ROADWAY / CONCRETE TO BE REMOVED (TYP) EXISTING BUILDING PAD TO BE REMOVED (TYP) EXISTING BUILDING TO BE REMOVED (TYP) EXISTING BUILDING PAD TO BE REMOVED EXISTING CURB AND GUTTER TO BE REMOVED (TYP) EXISTING SIDEWALK TO BE REMOVED (TYP) SITE DEMOLITION CALCULATIONS : ASPHALT / CONCRETE AREA TO BE REMOVED:168,150 SF BUILDING FOUNDATION AREA TO BE REMOVED:17,288 SF BUILDING STRUCTURE AND FOUNDATION AREA TO BE REMOVED:4,619 SF CURB AND GUTTER LENGTH TO BE REMOVED:7,659 LF * ALL QUANTITIES TO BE VERIFIED BY CONTRACTOR * PREVIOUSLY REMOVED OR TO BE COORDINATED W/ CITY OF DURHAM SITE DEMOLITION NOTES: - EXISTING CONDITIONS BASED ON SURVEY FROM S.D. PUCKETT & ASSOCIATES P.C. DATED AUGUST 2011. - EXISTING BUILDING DEMOLITION INFORMATION TAKEN FROM 1999 AERIAL PHOTO - REFER TO EROSION CONTROL PLANS FOR DEMOLITION CONSTRUCTION SEQUENCING GENERAL NOTES: 1. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING UNLESS OTHERWISE SPECIFICALLY EXEMPTED BY THESE PLANS. 2. THE CONTRACTOR IS CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, PREVIOUS DESIGN DOCUMENTS, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF EXISTING UTILITIES MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO PROCEEDING. 4. PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES AND SHALL BE THOROUGHLY FAMILIAR WITH CONDITIONS OF SAID PERMITS AND INSPECTION REQUIREMENTS. 5. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR OUTSIDE THE CONSTRUCTION LIMITS. 7. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC ARE PROTECTED FROM INJURY. 8. NEITHER THE CONSULTANT NOR THE OWNER SHALL BE IN CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR ACTUAL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, OR FOR THE ACTS OR OMISSIONS OF CONTRACTORS, SUBCONTRACTORS, OR ANY OTHER PERSONS NOT UNDER THE EMPLOYMENT OF THE CONSULTANT OR THE OWNER. DEMOLITION NOTES: 1. CONTRACTOR SHALL NOTIFY THE CITY OF DURHAM 72 HOURS BEFORE DEMOLITION IS TO BEGIN. 2. CONTRACTOR SHALL SUBMIT DEMOLITION SCHEDULE TO OWNER PRIOR TO PROCEEDING WITH DEMOLITION ACTIVITIES. 3. EXTENT OF SITE CLEARING IS SHOWN ON DRAWINGS, SEE EROSION CONTROL PLANS. 4. SITE DEMOLITION WORK INCLUDES, BUT IS NOT LIMITED TO: A. ROADWAY B. BUILDINGS C. LANDSCAPING 5. CONDUCT SITE DEMOLITION OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. 6. RESTORE DAMAGED IMPROVEMENTS TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO PARTIES HAVING JURISDICTION. 7. REMOVE WASTE MATERIALS AND UNSUITABLE AND EXCESS TOPSOIL FROM PROPERTY AND DISPOSE OF OFF-SITE IN A LEGAL MANNER. 8. LOCATE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES IN AREAS OF WORK. IF UTILITIES ARE TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS OF SUPPORT AND PROTECTION DURING DEMOLITION OPERATION. 9. SHOULD UNCHARTED, OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING DEMOLITION, CONSULT PROJECT ENGINEER AND UTILITY OWNER FOR IMMEDIATE ACTION. 10. DEMOLISH AND COMPLETELY REMOVE FROM SITE MATERIAL INDICATED ON PLAN OR NOTES "TO BE REMOVED". 11. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY THE DEMOLITION OPERATION. 12. CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE PATTERNS TO ADJACENT DRAINAGE SYSTEMS DURING CONSTRUCTION AND INSURE NO DAMAGE TO ADJACENT PROPERTIES OCCURS DURING STORM EVENTS. 13. CONTRACTOR TO REMOVE ALL VISIBLE OR REASONABLY IDENTIFIABLE MATERIAL, EQUIPMENT, ETC. FROM THE SITE IF NOT NEEDED FOR NEW CONSTRUCTION. 14. SURVEY DATUM IS FROM THE BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY S.D. PUCKETT & ASSOCIATES P.C. 15. THE LOCATION OF ALL UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER AND OWNER ASSUME NO RESPONSIBILITY FOR INACCURACY. 16. ALL DEMOLITION AND CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS. THE CONTRACTOR MUST COMPLY WITH ALL OF THE CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES. 17. PRIOR TO THE COMMENCEMENT OF DEMOLITION, THE CONTRACTOR WILL COORDINATE HIS ACTIVITIES WITH ALL UTILITY COMPANIES SERVING THIS AREA. THE CONTRACTOR IS TO COORDINATE FULLY WITH THE UTILITY COMPANIES ON THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 18. ALL OBJECTS AND MATERIALS TO BE REMOVED TO FULL DEPTH. THE CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL OF ALL WASTE MATERIAL. 19. ALL PAVING REMOVAL AND DEMOLITION SHALL BE PERFORMED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 20. RELOCATION OR REMOVAL OF OVERHEAD OR UNDERGROUND UTILITIES SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. 21. ALL PROPOSED PAVEMENT CUTS SHALL BE SAW CUT ONLY. 22. CONTRACTOR SHALL PROVIDE A MINIMUM OF 72 HOURS ADVANCE NOTICE TO THE OWNER PRIOR TO STARTING DEMOLITION ACTIVITIES.