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Aberdeen, MD

Walmart Outparcels For Sale

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Store #1968 645 Philadelphia Blvd.

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For more information about this site, contact: John Meyer KLNB P. 443.632.2052 [email protected]

Other sites available at

www.walmartrealty.com

Lot 1: ±3.22 acres - $690,000 (not platted) Demographic Summary 1 Mile: Population: Median HH Income:

5,500 $42,200

3 Mile: Population: Median HH Income:

22,500 $48,300

5 Mile: Population: Median HH Income:

41,000 $48,300

The information above has been obtained from sources believed reliable. While we do not doubt its accuracy, we have not verified it and make no guarantee, warranty or representation about it. It is your responsibility to independently confirm its accuracy and completeness.

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Calculated: HORIZONTAL ILLUMINANCE IN FOOTCANDLES Gr~d Height: .0 f t 50.0 FEET

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------------------------------------------------------PHOTOMETRIC DATA USED AS INPUT FOR THESE CALCULATIONS



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IS BASED ON ESTABLISHED IES PROCEDURES AND PUBLISHED LAMP RATINGS. FIELD PERFORMANCE WILL DEPEND ON ACTUAL LAMP. BALLAST. ELECTRICAL. AND SITE CHARACTERISTICS.

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------------------------------------------------------PHOTOMETRY NOT PRINTED

ALL VALUES SHOWN ARE MAINTAINED HORIZONTAL FOOTGANDLES AT GRADE MAINTENANCE FACTOR: 0.75

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LAMP USED IN ANALYSIS 400W SUPER METAL HALIDE:RATED 40.000 LUMENS INITIAL



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PRELIMINARY NOT FOR CONSTRUCTION

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NO. OF SPACES

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534/1000 SOFT_

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GARDeO LIGHTING: SCOTT PETERSON

ENG!NEERS

SURVEYORS

9' 75 C'."!.FGR.f) ROAD, StinE JCI5 C.."I_L".!GIA, 'lk'?YLA·'II0 :;';::;.V,7... BY, JRC C-,£CI![D flY; r<:'IV \

VERSION 2.0

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LUMEN-POINT (e) 1984. 1987 LIGHTING TECHNOLOGIES 3060 WALNUT STREET. SUITE 209. BOULDER. CO 80301 INPUT FILE: A7S942R1.LPI

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DATE:

!l/12/1992

SC4L£' ... c-.,. _ _ _ _ _ _ 0Mr _ _ _ ~ _ ....... _ _ ~IIIIus. _ _(12Q.:l«I.2OII.21l).

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NOTE::

ALL PARKING LOT UGHTlNG POLES AND nXTIJRES WllH LAMPS AND REQUIRED PAINT

WIll 8E PROVIDED BY WAbtMART AND INSTALlED BY lHE [l£ClRICAL CONTRACTOR. THE ELECTRICAL CONlRACTOR SHALL PRO'v1DE WA~ART WlIH A ONE YEAR WARRANlY CERTlFlCATE. All. INCURRED COSTS FOR RECEIVING, UNWRAPPING OF FACTORY PAINTED POLES, STORAGE, UABIUTY AND WARRANTY LABOR SHALL BE INClUDED IN THE INSTAlLATION AND CONTRACT PRICE.

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20.20' 12.10 :20.00' .

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SHEET 14 15 FOR CROSS r;;"c'nc,. OF OLD PHILADELPHIA ROAD. Of

ASPHALT OVERLAY

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POLE MOUNlED STREET UGHT AS PER B G AI: E STANDARDS.

BENCHMARK: TOP OF FLANGE BOLT ON RRE HYDRANT ON U.s. ROllTE 140. ELEVATlON = 68.36 PER U.S.G.S. DAlUM

PROPOSED PARCEL 2 7.5883 ACRES :I:

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NUMBER Of PRE & POST EXPANSION PARKING SPACES

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EXISTING WETlANDS

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BUILDING CONTROL POINT

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UMITS OF HEAVY DUTY PAVING

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LIMITS OF 1" OVERLAY

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LR-93-GR APPROXIIMATEL Y 93,] sa SQ..IFT. F.F.E.::70.00 -

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RE!NFORCE[I CCNCRETE PIPE CURRCGATED METAL PIPE It.VERT E.... UATlC'N PROPOSED:

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IR(,N PIN SET P01iER FetE ';'UY ANCHC-R BENCH'AARK MANW)LE TREPHC-"IE HANHCLE CATCH BA'SIN WATER IAlVE WA TFR METER UArmnE CAS VALVE ClEAr-./fl!JT cIRE H)'JRAM JVERHEAD PCWER UHE WATER UNE GAS UNE SANITAR'Y SE ... ·FR ~INE

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BEGINNING AT A PK NAIL IN THE CENTERLINE OF OLD PHILADELPHIA ROAD (60' R/W) SAID NAIL IS LOCATED AT MARYLAND STATE GRID COORDINATES N605715.3200. £1032030.9300; THENCE LEAVING SAID PK NAIL AlONG JOINT PROPERTY LINE WITH KENNETH A. SLIND AND CROWN CENTRAL PETROLEUM CQRP.,NJ6-19-4JW FOR 856.68 FEET TO AN IRON PIN LOCATED ON THE SOUTHERN RIGHT OF WAY Of U.S. ROUTE 40 (150' RJW); THENCE WITH THE SOUTHERN RIGHT OF WAY OF U.S. ROUTE 40, N61-So-17E fOR 1174.52 FEET TO A POINT; THENCE WITH A JOINT PTOPERTY LINE WITH LOT 2. 534-44-53E fOR 735.93 FEET TO A POINT IN THE CENTERLINE OF OLD PHILADELPHIA ROAD (60' RJW); THENCE WITH THE CENTERLINE Of S~ID ROAD, S63-46-0BW FOR 71.30 fEET TO A PK NAIL; THENCE, S61-58-17W fOR 250.67 FEET TO A PK NAIL; THENCE, S54-4o-19W FOR 297.72 FEET TO A PK NAIL; THENCE, S52-46-17W FOR 526.46 FEET TO A PK NAil BEING THE POINT OF BEGINNING. SAID TRACT CONTAINS 20.5625 ACRES INCLUDING ANY AND ALL RIGHTS OF WAY Of OLD PHilADELPHIA ROAD.

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150

GRAPHIC SCALE

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POLE MOUNlED STREET UGHT AS PER B G ok E STANDARDS.

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ROAD WIDENING

MDSHA PAVING ON TURN LANE



UlIUTY POLE CORE DRILL LOCATION

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EXISTING

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LANE STRIPING 9

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GENERAL NOTES: SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANO DIMENSIONS A. OF PORCHES RAMPS~ VESTIBUl~A SLOPED PAVING/; TRUCK DOCKS AND BUILDING Ut ILITY ~NTRANCE L~ATIONS AND PRE ISE BUILDING DIMENSIONS. TOPOGRAPHIC BOUNDARY SURVEY. INCLUDING PROPERTY LINES. lEGAL B. DESCRIPTION, EXISTING UTiliTIES. SITE TOPOGRAPHY WITH SPOT ElEVATIONS~ OUTSTANDING PHYSICAL FEATURES AND EXISTING STRUCTURE LOCATIONS WAS PROVIDED BY THE FOLLOWING COMPANY, AS A CONTRACTOR TO THE SELLER/OWNER: FREELAND - CLINKSCALES & ASSOCIATES INC. 323 WEST STONE AVENUE GREENVILLE. SOUTH CAROLINA (803) 271 - 4924 eEl ENGINEERING AND ITS ASSOCIATES WILL NOT BE HELD RESPONSIBLE fOR ITS ACCURACY OR FOR DESIGN ERRORS OR OMISSIONS RESULTING FROM POTENTIAL SURVEY INACCURACIES. e. IN THE CASE OF A DISCREPANCY BETWEEN TWO AREAS OF THE PLANS OR SPECIFICATIONS, THE WAl*UART CONSTRUCTION MANAGER SHALL HAVE THE AUTHORITY TO REQUIRE THE MORE STRINGENT OF THE TWO, AT NO ADDITIONAL COST TO WAL*MART STORES, INC. THE SITEWORK FOR THIS PROJECT SHALL MEET OR EXCEED THE MWA~ D. MART STANDARD SITEWORK SPECIFICATIONS-. ALL LANDSCAPE AND CONCRETE ISLANDS ARE TO RECEIVE TYPE -AE. CURB AND GUTTER. F. ALL CURB RETURN R.a.DII TO BE A MINIMUM OF 2' - OM, UNLESS OTHERWISE NOTED ON PLANS. G. FIRE LANE SIGNAGE AND STRIPING TO BE INSTALLED IN ACCORDANCE WITH fiRE MARSHAll'S OFfiCE STANDARDS. -

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DETAILS lA.

5A. 5C. 50. 7B.

BA.

BB. BP. BQ.

9G.

9!. 9L.

lOA. lOB. 10E. 11 C.

11 E. 11 N. 11U. 11V. ---- - _ -

.

ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.

---- ------- --- - --- -- --- -- -- - ----- - -- -- --- --- -- ---

-

110.

.

- -- - -

12A. 13A.

SEE DETAIL SHEET(S) FOR THE FQUOWlNG DETAILS (DETAIL NOS. NOT SHOWN ARE NOT USED) TYPE .. A" CURB GUARD POST (SINGLE) GUARD POST (GROUP/FIRE HYDRANT PROTECTION) GUARD POST (DOUBlE WITH HORIZONTAL BARS) BOARD fENCE REGULAR DUTY PAVING HEAVY DUTY PAVING PAVING PER M.S.H.A.(SEE CROSS SECTION fOR U.S. ROUTE 40) PAVING PER COUNTY DETAIL R-l (SEE CROSS SECTION fOR OLD PHilADElPHIA ROAD.) ACCESSIBLE PARKING SPACE & SIGN (TYP.) VAN ACCESSIBLE PARKING SPACE & SIGN (TYP.) 60- PARKING SPACE STRIPING 0 11.55' (TYP.) TRAFFIC FLOW ARROW (TYP.) STOP BAR (TYP.) RIGHT/lEFT TURN ONLY MARKER "NO TRUCKS· SIGN aRIGHT TURN ONLY" SIGN "TRUCK ENTRANCE" SIGN "PEDESTRIAN CROSSING M SIGN AISLE SIGN -KEEP RIGHT" SIGN CART CORRAL (TO BE FURNISHED BY OTHERS) TYPICAL liGHTING POLE FOUNDATION - SEE DETAIL SHEET FOR LICHT FIXTURE ORDERING INFORMATION

NOTES: lA.

Ie.

2B. 20. 2F.

'A. 4B.

5B.

SA. 7A.

7e. 7E.

BA. 12A. 12B. 12C. 12£.

1JC. 130.

14A. 140. 15A. 16A . 18A. 19A.

21B. 70A. 708. 70C. 700.

(NOTE NOS. NOT SHOWN ARE NOT USED) SEEDED GREEN AREA - SEE LAWN SEED MIX ON lANDSCAPE PLAN LANDSCAPE ISLAND (TYP) TRANSFORMER PAD (SEE ARCH. PLANS) COMPACTOR KNOCKOUT LOCATION (SEE ARCH. PLANS) CONCRETE TRASH COMPACTOR AREA, COMPACTOR WILL BE PROVIDED AND INSTALLED B'T' OTHERS PORCH WITH RAMP AT MAXIMUM 10% SLOPE (SEE ARCH. PLANS) EXIT PORCH (SEE ARCH. PLANS) TRUCK WELL WITH SEALS (SEE ARCH. PLANS) RETAINING WALLS 0 TRUCK WELL (SEE ARCH. PLANS) SID8WALK (SEE ARCH. PLANS) SLOPED PAVING g VESTIBULE (SEE ARCH. PLANS) RAMP IN SIDEWALK (SEE ARCH. PLANS) VESTIBULE (SEE ARCH. PLANS) 4 TRAFFIC YELLOW lANE STRIPE 4ft TRAFFIC YELLOW ALIGNMENT STRIPES \ 4" REFLECTIVE WHITE STRIPES ,,---~ PEDESTRIAN CROSSING - 4~ WIOE PAINTED WHITE STRIPES, 2.0' O.C. 0- 45TRANSITION FROM 7~ CURB AND CUTTER TO 6- CURB AND GUTTER TRANSITION FROM 8" CURB AND GUTTER TO e» CURB AND GUTTER CONNECT TO ELECTRICAL JUNCTION BOX NIGHT SECURITY CIRCUIT "STOP" SIGN WALvMART PYLON SIGN (TO BE FURNISHED AND INSTALLED BY OTHERS; CONTRACTOR SHALL INSTALL CONDUIT AND WIRING TO PYLON SIGN AS A PART Of THIS CONTRACT) EXISTING TO BE REMOVED EXISTING TO REMAIN NOSE DcmN CURB 15'x 30' LOADING SPACES 7" COMBINATION CURB AND GUTTER. HARfORD COUNTY. PLATE 5-1 MSHA TYPE -A" CURB AND GUTTER, MD-620.02 PAVEMENT WIOENING SHALL HAVE 4% (1/2-/FOOT) CROSS SLOPE 8

P.G.i?

r:.41

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FEB 01 1993

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NOTE: CONlHACTOR SHALL CORE DRill EXIS11NG PAVING OF U.S. ROUTE 40 WESlBOUNO TI.lRN LANE TO DETERMINE PAVING SECTION. CONTRACTOR SHAll REMOVE AND REPLACE AT EXISTING CROSS SLOPE. ANY PAVING THAT DOES NOT MEET MDSHA PERMIT REQUIREUENTS. CONlRAC'TOR SHALL COORDINATE CORE DRIWNG AND PAVING OPERA'TlONS WITH MDSHA INSPECTORjREPRESENTATlVE. . .

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BUILDING SOFT.

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NO. OF SPACES

RAllO

PRE-EXPANSION

93.188

590

6.33 / 1000 SOFT.

POST-EXPANSION

1B4.246

958

5.20 / 1000 BO.FT.

WAL~ ~~~~~~t_--_=~~----t_----~----_t~~~~~=_;

JAN 25 1993

ENGINEERING ASSOCIATES, INC. ENGINEERS

DATE M:TLANDS AND 25' BUFFER AREA SHAll. NOT BE DISTURBED UNlTL CORPS OF ENGINEERS AND MD. DNR WETLANDS PERMIT HAS BEEN ISSUED.

REVISION DESCRIPTION

PLANNERS





SURVEYORS (J01) 490 4145

9175 GUILFORD ROAD, SUITE 305 COLUMB~ ~R~D

DRAWN BY:

21046

DATE: JULY.

JRC

CHECKED BY;

LOF

7992

NO.:

LDF

50'

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CHANGE ORDER DESCRlPiION

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ADDENDUM DESCRIPTION

SHEU

SITE PLAN U.S. ROUTE

NO.

MARYLAND

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