Join Lovelace Medical Clinic

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1 Join Lovelace Medical Clinic NEW MIXED USE OFFICE AND RETAIL DEVELOPMENT Prime retail pads fronting Jefferson at Osuna Road Ideal for banks, restaurants and drive thru uses Independence Square 6701 Jefferson Street Albuquerque, NM independence SQUARE AVAILABLE FOR LEASE

2 Property Description Independence Square 6701 Jefferson Street Albuquerque, NM Property Highlights Mixed use project anchored with Lovelace Medical Offices with over 100 doctors and staff, and over 200 visitors per day Retail pads fronting Jefferson with signalized lights at the entrance and at Osuna Rd. Full access on both Jefferson and Osuna, both multiple lane primary arterials. Zoned SU for C-2 uses with multiple Drive thru s approved. Trade Area Overview Regionally located off I-2 and San Mateo, one of the markets primary intersections. Located at the entrance of the Journal Center trade area, Albuquerque s largest employment corridor with over 3. million sf of office. Surrounded by significant area generators in addition to Lovelace Medical and Journal Center such as Calvary Church, the markets largest church facility with daily activities.

3 AVAILABLE FOR LEASE 16K CPD 29K CPD

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6 FLOW TAG FIXTURE TYPE MODEL REDUCED PRESSURE WATTS RPBP BACK FLOW 009 PREVENTER PLUMBING EQUIPMENT SCHEDULE CW HW WASTE VENT COMMENTS CONNECTION CONNECTION CONNECTION CONNECTION REDUCED PRESSURE PRINCIPLE BACK FLOW PREVENTER, Y STRAINER AND REPLACEABLE SEATS. BRONZE BODY 2" CONSTRUCTION, MAXIMUM WORKING PRESSURE OF 17 PSI. GENERAL PLUMBING NOTE: GOVERNING CODES PROVIDE MINIMUM REQUIREMENTS AND MAY NOT NECESSARILY MEET HIGHER STANDARD REQUIREMENT OF THE CONTRACT DOCUMENTS: THEREFORE THE CONTRACTOR SHALL NOT BE RELIEVED OF THE RESPONSIBILITY FOR ANY DEVIATION FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. LEGEND SYMBOL DESCRIPTION ABBREVIATION WASTE W VENT V COLD WATER CW D C PRESSURE WATTS PRV 2" TO 7 PSI SPRING, 2 GPM AT 1 PSI PRESSURE DROP, SET TO DELIVER PSI TO BUILDING. REDUCING VALVE 2AUB-Z3 DOWNSPOUT NOZZLE, ALL NICKEL BRONZE BODY, OPTIONAL THREADED, PVC SLIP-ON, OR NO-HUB INLET AND ZURN DSN DOWN SPOUT NOZZLE " --- DECORATIVE FACE OF WALL FLANGE AND OUTLET NOZZLE. PROVIDE OF DRAIN AND TESTING OF BACK FLOW PREVENTER Z199 PROVIDE BIRD SCREEN. ZURN A.R.C. COATED INTERIOR AND TOP (12"X12"X8") 3/4 GRATED TOP, 8" DEEP SUMP, PROVIDE WITH PRO-SET TRAP GUARD FS-1 FLOOR SINK " 2" (IAPMO LISTED: 416 AND ASSE 1072 APPROVED) Z-1901 INSULATION NOTE SANITARY SEWER NOTE FIRE PROTECTION NOTE ALL SUPPLY WATER PIPING LINES SHALL BE INSULATED WITH 1" ALL WASTE PIPE SHALL BE SLOPED 1/4" PER FOOT OR 2 PERCENT, THE FIRE PROTECTION SYSTEM SHALL BE A "DESIGN BUILD" FIBERGLASS INSULATION. 1" FIBERGLASS INSULATION SHALL BE 4" AND LARGER WASTE PIPE MAY BE SLOPED AT 1/8" PER FOOT INSTALLATION. SEE ARCHITECTURAL NOTES FOR INSTRUCTIONS FIRE RATED IF IN PLENUM. IECC04., 1" MINIMUM. OR 1 PERCENT IF CONDITIONS OF UPC 2012 SECTION ARE TO "DESIGN BUILD" CONTRACTORS. MET AND APPROVED BY THE AUTHORITY HAVING JURISDICTION. ALL BUILDINGS AND CAVITY SPACES (IF APPLICABLE) SHALL BE PROVIDED WITH A AUTOMATIC WET TYPE SPRINKLER SYSTEM/S. THE DEGREE OF PROTECTION SHALL BE AS 18" SQUARE 18" SQUARE DETERMINED BY THE LOCAL FIRE DEPARTMENT AND N.F.P.A. 18"X18"X7" REQUIREMENTS THROUGHOUT. THE ENTIRE SYSTEM SHALL CONCRETE COMPLY WITH ALL STATE CODES, LOCAL CODES AND N.F.P.A. COLLAR WELD (TYPICAL) RECOMMENDATIONS AND OWNER REQUIREMENTS. WET PIPE SPRINKLER PIPING SHALL NOT BE RUN IN UN-HEATED SPACES. #3 REBAR SYSTEMS SHALL BE 13 OR 13R AS APPLICABLE. 1 1/2" ALL FIRE PROTECTION PIPING BRAZE TO C.I. MINIMUM AND SPRINKLER HEADS SHALL BE CAREFULLY COORDINATED SOIL PIPE WITH DUCTWORK, PLUMBING PIPING, LIGHTING, ARCHITECTURAL., AND STRUCTURAL TO PREVENT CONFLICTS. ALL MATERIALS AND PLAN EQUIPMENT USED IN THE FIRE PROTECTION SYSTEM SHALL BE LISTED BY U.L. THE FIRE PROTECTION CONTRACTOR SHALL 18"X18"X7" CLEANOUT SUBMIT COMPLETE SHOP DRAWINGS AND HYDRAULIC CONCRETE WITH AS SPECIFIED CALCULATIONS TO THE ARCHITECT AND FIRE MARSHAL FOR #3 REBAR APPROVAL AND SHALL RELOCATE EQUIPMENT, PIPING, 3/4" SLOPE FINISH GRADE SPRINKLER HEADS, ETC. AS REQUIRED BY THE ARCHITECT. PROVIDE FOR DRAINAGE AT ALL POINTS IN THE PIPING SYSTEM, ROUTE TEST TEES AND INSPECTOR CHECKS TO OUTSIDE. 90% COMPACTION CAST IRON STACK WYE BRANCH SEE PLANS FOR SIZE ELEVATION TWO-WAY CLEANOUT DETAIL MODIFICATION TO THE CONTRACT DOCUMENTS MAY OCCUR AS: 1. A WRITTEN AMENDMENT TO THIS DOCUMENT AND SIGNED BY BOTH CONTRACTOR AND ARCHITECT. 2. A CHANGE ORDER. 3. A WRITTEN INTERPRETATION OF THE DOCUMENTS ISSUED BY THE ARCHITECT. 4. OR A WRITTEN REQUEST FROM THE ARCHITECT FOR MINOR CHANGES TO REQUIRED WORK. THE CONTRACTOR SHALL PROMPTLY CORRECT AND BEAR ALL ASSOCIATED COSTS OF ALL WORK REJECTED BY THE ARCHITECT FOUND TO BE DEFECTIVE OR NON-COMPLYING TO CONTRACT DOCUMENTS WHETHER OBSERVED BEFORE, OR AFTER SUBSTANTIAL COMPLETION, AND WHETHER OR NOT FABRICATED, INSTALLED, OR COMPLETED. ANY PORTION OF THE WORK TO BE COVERED MAY BE OBSERVED BY THE ARCHITECT PRIOR TO COVERING OF WORK. CONTRACTOR (7) CALENDAR DAYS PRIOR TO ANY WORK BEING COVERED. IF ANY PORTION OF THE WORK SHOULD BE COVERED CONTRARY TO ANY PORTION OF THE WORK SHOULD BE COVERED CONTRARY TO THE REQUIREMENTS SPECIFICALLY EXPRESSED IN THE CONTRACT DOCUMENTS, IT MUST, IF REQUIRED IN WRITING BY THE ARCHITECT, BE UNCOVERED FOR THE ARCHITECTS OBSERVATION, AND SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. SYSTEMS TO BE OBSERVED PRIOR TO COVERING: 1. SOIL, WASTE AND VENT PIPING. 2. ROOF DRAINAGE PIPING. 3. DOMESTIC COLD AND HOT WATER PIPING. 4. FIRE PROTECTION PIPING. ALL AUTOMATIC OR SELF-CLOSING VALVES FOR FAUCETS SHALL BE ADJUSTED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND SUPERVISED, AS NECESSARY, BY EQUIPMENT SUPPLIER'S REPRESENTATIVE AT THE REQUEST OF THE ARCHITECT OR ENGINEER. CONTRACTOR SHALL VERIFY THAT ALL HANDICAPPED FIXTURES, ROUGH-INS AND COMPLETE INSTALLATION COMPLY WITH ALL A.D.A. AND STATE OF NEW MEXICO REQUIREMENTS. ALL PLUMBING FIXTURES ABOVE SHALL HAVE CHROME PLATED FINISH ON ALL EXPOSED SUPPLY PIPING, VALVE STOPS, TAILPIECES, P-TRAPS, AND ESCUTCHEONS. ESCUTCHEONS SHALL BE PROVIDED AT ALL WALL PENETRATIONS OF SUPPLY AND WASTE LINES. NG VTR HOT WATER (110 F) HOT WATER RECIRCULATION LINE NATURAL GAS - LOW PRESSURE (7"W.C.) BALL VALVE FLOW - IN DIRECTION OF ARROW RISER DOWN (ELBOW) RISER UP (ELBOW) RISE OR DROP VENT THRU ROOF HW HWRC NG BV VTR SEAL NOT FOR CONSTRUCTION NOT TO SCALE PROJECT B 1 2 A B C D E F SHOPS 6701 JEFFERSON NE ALBUQUERQUE, NM RTU-101 RTU / RTU-10 RTU-104 RTU-103 RTU / 1 1/ 1 1/ 1 1/ 1 1/ RTU / 1 1/ 1 1/ 1 1/ 4 2 REVISIONS Project Status DRAWN BY REVIEWED BY DATE PROJECT NO: Author Approver 02/16/ A 1 DRAWING NAME PLUMBING SCHEUDLE / PLUMBING PLAN 2/1/2018 3:42:20 PM NORTH A1 NORTH SHEET NO P

7 Paseo Del Norte Jefferson St NOW OPEN Ellison St d Je ffe rso ns t ar n Osu

8 Jefferson St Ellison St Osuna Rd

9 Demographics OVER 0% HOMES WITH VALUE AVERAGE HOUSEHOLD INCOME OF $67,000 $200K OR MORE $361 million spent on Apparel, Personal Care & Entertainment $ $ $ $ notable retailers & restaurants Independence Square 6701 Jefferson Street Albuquerque, NM $2.1 billion TOTAL HOUSEHOLD EXPENDITURES PER YEAR Estimated population 86,392 3 MILE RADIUS $214 million

10 Demographics Independence Square 6701 Jefferson Street Albuquerque, NM Jefferson St NE Albuquerque, NM mi radius 3 mi radius mi radius Population Estimated Population (2016) 6,02 86, ,242 Projected Population (2021) 6,062 86,62 212,8 Census Population (2010) 6,068 86,09 210,309 Census Population (2000) 4,363 77,697 19,667 Projected Annual Growth ( ) % 1, % Historical Annual Growth ( ) % % % Historical Annual Growth ( ) 1,70 3.9% 8, % 14, % Estimated Population Density (2016) 1,928 psm 3,07 psm 2,691 psm Trade Area Size 3.1 sq mi 28.3 sq mi 78. sq mi

11 Demographics 6701 Jefferson St NE Albuquerque, NM mi radius 3 mi radius mi radius Household Type (2016) Total Households 2,812 39,082 97,013 Family Households 1, % 21, % 3, % Family Households with Children % 10, % 23, % Family Households No Children % 11,79 3.9% 29, % Non-Family Households 1, % 17, % 43, % Non-Family Households with Children 9 0.7% % % Non-Family Households No Children 1, % 17, % 43, % Household Income (2016) Estimated Average Household Income $7,99 $61,371 $67,746 Estimated Median Household Income $47,11 $49,814 $4,702 HH Income Under $10, % 3, % 8, % HH Income $10,000 to $34,999 1, % 11, % 2, % HH Income $3,000 to $49, %, % 13, % HH Income $0,000 to $74, % 6, % 1, % HH Income $7,000 to $99, % 4, % 12, % HH Income $100,000 to $149, % 4, % 12, % HH Income $10,000 or More % 3,28 8.3% 10, %

12 Join Lovelace Medical Clinic Independence Square 6701 Jefferson Street Albuquerque, NM 87109