medical/office /retail - 3 units remaining - 1,475 sf each ... · tommie dawson realty...

4
352-796-4948 Tommie Dawson Realty For Lease Medical/Office /Retail - 3 Units Remaining - 1,475 sf each NEQ Cortez & Sunshine Grove Rd. Spring Hill, Florida Arland Car Wash 3 Units Remaining 1,475 sf each Subject Lease Space Available: Three (3) Units Lease Unit Size: 1,475 sf each Lease Unit Dimensions: 22.68 ft x 65 ft. Lease Rate: $23.50 NNN + ( $4.5 C.A.M.) Finish: Basic Vanilla Box Great Retail/Office location. High site prominence fronting Cortez Blvd (37,500 cars per day), next Glory Days Grill and 2,600 residential units in Brookridge. Sunshine Grove Rd is primary north - south collector.

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Page 1: Medical/Office /Retail - 3 Units Remaining - 1,475 sf each ... · Tommie Dawson Realty 352-796-4948 For Lease! Medical/Office /Retail - 3 Units Remaining - 1,475 sf each! NEQ Cortez

352-796-4948Tommie Dawson Realty

For Lease! Medical/Office /Retail - 3 Units Remaining - 1,475 sf each! NEQ Cortez & Sunshine Grove Rd. Spring Hill, Florida

Arland!Car!Wash

3 Units Remaining!

1,475 sf each

SubjectLease Space Available: Three (3) Units !Lease Unit Size: 1,475 sf each!Lease Unit Dimensions: 22.68 ft x 65 ft.!Lease Rate: $23.50 NNN + ( $4.5 C.A.M.)!Finish: Basic Vanilla Box !!Great Retail/Office location. High site prominence fronting Cortez Blvd (37,500 cars per day), next Glory Days Grill and 2,600 residential units in Brookridge. Sunshine Grove Rd is primary north - south collector.

Page 2: Medical/Office /Retail - 3 Units Remaining - 1,475 sf each ... · Tommie Dawson Realty 352-796-4948 For Lease! Medical/Office /Retail - 3 Units Remaining - 1,475 sf each! NEQ Cortez

mileskm

13

Central High School

West Hernando

Middle

Pine Grove Elementary

School

Spring RidgeSpring Spring Spring Spring RidgeRidgeSpring Ridge!Ridge

330 homes

Brookridge!2,600 homes Subject

Sunshine Grove Rd

Page 3: Medical/Office /Retail - 3 Units Remaining - 1,475 sf each ... · Tommie Dawson Realty 352-796-4948 For Lease! Medical/Office /Retail - 3 Units Remaining - 1,475 sf each! NEQ Cortez
Page 4: Medical/Office /Retail - 3 Units Remaining - 1,475 sf each ... · Tommie Dawson Realty 352-796-4948 For Lease! Medical/Office /Retail - 3 Units Remaining - 1,475 sf each! NEQ Cortez

BUILDING (9,425 SF)FFE=82.00ONE STORY29'-4" HIGH

TOP OF EXISTING SEGMENTALRETAINING WALL ±EL 75.00

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S.R. 50 WEST BOUND

OE OE OE OE OE OE

OE

OE

OE

OE

7.5' UTILITY EASEMENT

TUND

RA D

RIVE

R25'

R35'

R15'

R4' R4'

R4'

R15'R4'

R4'R4'

R15'

R15'

R4'

R25'

R10'

R3' R4'

R3' R4'

R4'

R3'

R25'

R25'

R2.5'

R2.5

'

30'

18.5

'26

'18

.5'

6'

5' 12'

9'(typ)

9'(typ)

9'(typ)

10'

14'

20.5

'16

'20

.5'

9'

(typ)9'

(typ)

9'(typ)

6' CONC. SIDEWALK

4'

6'10

'

12' 5' 14'

31'

145'

65'

30'

14.5'

12'5'

12'

9'(typ)

5' CONC. SIDEWALK

CONNECT TO EXIST.CONC. SIDEWALK

13.28'

12.32'

15.46'10.02'

11.09'24" WHITESTOP BAR

30"x30" R1-1STOP SIGN

CONC. WHEEL STOP (TYP)

4" WHITE PARKINGSTRIPE (TYP)

6' CONC. SIDEWALK

10' BLDG.SETBACK

20' BLDG.SETBACK

35' B

LDG

. SET

BACK

75' B

LDG

. SET

BACK

5' LANDSCAPE BUFFER

5' LANDSCAPE BUFFER

5' LANDSCAPE BUFFER

5' LANDSCAPE BUFFER

10.44'13.54'

S00

°00'

00.0

0"E

8.00' N90°00'00.00"E 169.50'

11.6

7'50

.79'

S24°50'44.25"E

N00

°00'

00.0

0"E

137.

00'

N90°00'00.00"E 132.50'

N00

°00'

00.0

0"E

132.

00'

C1

C2

CURVE TABLE

CURVE NO.

C1

C2

DELTA

090°00'00.00"

090°00'00.00"

RADIUS

20.00

25.00

LENGTH

31.42'

39.27'

CHORD DISTANCE

28.28'

35.36'

CHORD BEARING

S45°00'00.00"E

N45°00'00.00"E

HANDICAP SIGNING& MARKINGS PERCOUNTY DETAIL

HANDICAP SIGNING& MARKINGS PERCOUNTY DETAIL

6' WIDE, 12" WHITE SPECIALEMPHASIS CROSSWALKSTRIPING PER DETAIL

N:1527344.16E:497043.77

N:1527344.16E:497188.77

N:1527279.16E:497043.77

N:1527279.16E:497188.77

PROPOSED DUMPSTER &ENCLOSURE PER DETAIL

20.32'

28.34'

14.46'

14.38'

PROPOSED CMU RETAINING WALL

DETECTABLE WARNINGPER FDOT INDEX 304

DETECTABLE WARNINGPER FDOT INDEX 304

MIN. 60" WHITESTRAIGHT ARROW (TYP)

R5-1 30"x30" W/RDO NOT ENTER

R6-1L 36"x12" ONE WAY

6' CONC. SIDEWALK

19.5

6'

R4'

34.57'

98.3

4'

34.18'

86.3

1'

46.28'

85.3

6'

45.85'

99.2

1'

30"x30" R1-1STOP SIGN

24" WHITESTOP BAR

6' WIDE,12" WHITECROSSWALK

6" WHITESTRIPE

6' WIDE, 12" WHITECROSSWALK DETECTABLE WARNING

PER FDOT INDEX 304

6' WIDECONC. S/W

5' WIDE CONC. S/W STUB OUT WITHDETECTABLE WARNING PER FDOT

INDEX 304. CONTRACTOR TOCONNECT TO EXIST. S/W. LOCATION

MAY BE ADJUSTED IN THE FIELD.

5' WIDE CONC.S/W STUB OUT

DETECTABLE WARNINGPER FDOT INDEX 304

5'

4'

4'

Feet0 20 40

SITE DATA

OWNER: PINE BROOK HOLDINGS, INC.

PERMITTEE: PINE BROOK HOLDINGS, INC.

ADDRESS: 19107 HARBOR COVE CT.LUTZ, FLORIDA 33558

ENGINEER: COASTAL ENGINEERING ASSOC., INC.

SURVEYOR: COASTAL ENGINEERING ASSOC., INC.

ADDRESS: 966 CANDLELIGHT BLVD.BROOKSVILLE, FLA. 34601

PHONE: (352) 796-9423

PARCEL KEY: 1629081

PARCEL ADDRESS: _____

EXISTING ZONING: PDP (GC)

FEMA FLOOD ZONE: BASED UPON REVIEW OF THE FEDERAL EMERGENCY MANAGEMENT AGENCYFLOOD INSURANCE RATE (FIRM), COMMUNITY NUMBER 120110, MAP NUMBER12053C, PANEL NUMBER 0186-D, EFFECTIVE DATE FEBRUARY 2, 2012; THEPROPOSED SITE IS LOCATED WITHIN FLOOD ZONE X.

TOTAL LOT AREA = 56,271 SF / 1.36 AC

EXISTING IMPERVIOUS AREA = 0 SF (0.0 AC)

TOTAL PROJECT AREA = 59,343.74 SF / 1.36 AC(INCLUDES 0.07 AC OF R/W & DRAINAGE CONNECTION AREA)

PROPOSED AREAS:ASPHALT AREA = 26,068 SF / 0.60 AC (46.33% OF PROJECT AREA)CONCRETE AREA = 2,906 SF / 0.07 AC (5.16% OF PROJECT AREA)BUILDINGS = 9,425 SF / 0.22 AC (16.75% OF PROJECT AREA)TOTAL IMPERVIOUS AREA= 38,399 SF / 0.88 AC (68.24% OF PROJECT AREA)

PERVIOUS AREA = 17,872 SF / 0.41 AC (31.76% OF PROJECT AREA)

SITE IS WITHIN OVERALL ERP PERMIT AREA #44016738.005SITE ALLOW MAX FOR IMPERVIOUS AREA OF 85% > 68.24% PROPOSEDSITE RUNOFF DIRECTED TO DRA #2 NORTH OF LOT

PARKING COUNTS:PROPOSED RETAIL BUILDING

4 SPACES PER 1000 GFA = (9,425 / 1,000 x 4) 38 SPACES REQ'D.HANDICAP REQUIRED = 2 HANDICAP SPACESTOTAL SPACES PROVIDED = 46 SPACES (INCLUDING 3 HANDICAP)

UTILITIESA: WATER & SEWER - HERNANDO COUNTYB: POWER - WRECC: TELEPHONE - AT&TD: CABLE - SPECTRUM

FIRE PROTECTION: HERNANDO COUNTY FIRE DEPARTMENT

SOIL CLASSIFICATION:#14 CANDLER SOIL (A)

EXISTING VEGETATION:FAIR CONDITION GRASS COVERED

PROPOSED TREE REMOVAL:N/A, NO TREES EXISTING ON SITE

PERIMETER SETBACKS:NORTH: 35'EAST: 20'SOUTH: 75'WEST: 10'

GENERAL PERMITTING REQUIREMENTS:ENVIRONMENTAL RESOURCE - SHORT FORM MINOR MOD.NPDES - CONSTRUCTION SITE > -- ACHERNANDO COUNTY - BUILDING PERMITHCDPW - DRIVEWAY CONNECTION PERMIT

NOTES:

1. LIGHTING TO BE CONTAINED ONSITE TO PREVENT ANY LIGHT SPILLAGE.

2. THESE PLANS ARE INTENDED ONLY FOR PERMITTING ANDCONSTRUCTION OF CIVIL SITE WORKS AND ASSOCIATED DRAINAGEFEATURES.

3. ADDITIONAL SEPARATE PERMITTING WILL BE REQUIRED BY OTHERS FORSITE LIGHTING, SIGNAGE, IRRIGATION, ETC.

4. SEE SHEET C-06 FOR UTILITY INFORMATION INCLUDING FIRE HYDRANTLOCATIONS AND CURB LINE DISTANCES.

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LEGEND

PROPOSED CONCRETE PAVEMENT

PROPOSED ASPHALT PAVEMENT

PROPOSED SILT FENCE

LIMITS OF CONSTRUCTION

PROPERTY LINE

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IR
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BROOKRIDGE LOT 4 TAX ID :R27 222 18 1462 0000 0040
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REGISTER CHEVROLET INC TAX ID :R27 422 18 0000 0040 0000
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5/8"
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5/8"
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5/8" LB 6711
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PRM LB 6711
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5/8"
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TOS
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TOB
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S 89°56'23" E 23.09'(P) 23.09'(P) N 89°35'21" E 23.15'(F)23.15'(F)
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N 00°03'37" E 249.60'(P) N 00°20'21" W 249.68'(F)249.60'(P) N 00°20'21" W 249.68'(F)N 00°20'21" W 249.68'(F)249.68'(F)
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N 89°56'23" W 225.58'(P) S 89°37'23" W 225.51'(F)
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S 00°00'39" E 249.60'(P) S 00°22'23" E 249.54'(F)
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S 89°56'23" E 225.27'(P)
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CONTROL POINT N: 1527194.11 E: 497235.61 ELEV: 75.06
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CONTROL POINT N: 1527467.10 E: 496985.35 ELEV: 83.54
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S 89°56'23" E 443.84'(P) N 89°38'59" E 443.84'(F)
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NORTHERLY RIGHT-OF-WAY LINE
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5' CONC. S/W
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EOP
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LANE LINE
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5' CONC. S/W
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EXIST. CONC. WALL
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EXIST. FENCE
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NORTHERLY RIGHT-OF-WAY LINE
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N 89°39'23" E 225.36'(F)
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50' RIGHT OF WAY 22' WIDE PAVEMENT 2' WIDE CONC. CURB
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N
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SHEET
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JOB No.:
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PINE BROOK HOLDINGS, INC.
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WHEN PRINTED TO SCALE, DRAWING SIZE SHALL BE 22" X 34"
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THIS DOCUMENT, COMPRISED OF THE HIS DOCUMENT, COMPRISED OF THE IS DOCUMENT, COMPRISED OF THE S DOCUMENT, COMPRISED OF THE DOCUMENT, COMPRISED OF THE DOCUMENT, COMPRISED OF THE OCUMENT, COMPRISED OF THE CUMENT, COMPRISED OF THE UMENT, COMPRISED OF THE MENT, COMPRISED OF THE ENT, COMPRISED OF THE NT, COMPRISED OF THE T, COMPRISED OF THE , COMPRISED OF THE COMPRISED OF THE COMPRISED OF THE OMPRISED OF THE MPRISED OF THE PRISED OF THE RISED OF THE ISED OF THE SED OF THE ED OF THE D OF THE OF THE OF THE F THE THE THE HE E INCORPORATED IDEAS AND DESIGNS, NCORPORATED IDEAS AND DESIGNS, CORPORATED IDEAS AND DESIGNS, ORPORATED IDEAS AND DESIGNS, RPORATED IDEAS AND DESIGNS, PORATED IDEAS AND DESIGNS, ORATED IDEAS AND DESIGNS, RATED IDEAS AND DESIGNS, ATED IDEAS AND DESIGNS, TED IDEAS AND DESIGNS, ED IDEAS AND DESIGNS, D IDEAS AND DESIGNS, IDEAS AND DESIGNS, IDEAS AND DESIGNS, DEAS AND DESIGNS, EAS AND DESIGNS, AS AND DESIGNS, S AND DESIGNS, AND DESIGNS, AND DESIGNS, ND DESIGNS, D DESIGNS, DESIGNS, DESIGNS, ESIGNS, SIGNS, IGNS, GNS, NS, S, , AS AN INSTRUMENT OF S AN INSTRUMENT OF AN INSTRUMENT OF AN INSTRUMENT OF N INSTRUMENT OF INSTRUMENT OF INSTRUMENT OF NSTRUMENT OF STRUMENT OF TRUMENT OF RUMENT OF UMENT OF MENT OF ENT OF NT OF T OF OF OF F PROFESSIONAL SERVICE, IS THE ROFESSIONAL SERVICE, IS THE OFESSIONAL SERVICE, IS THE FESSIONAL SERVICE, IS THE ESSIONAL SERVICE, IS THE SSIONAL SERVICE, IS THE SIONAL SERVICE, IS THE IONAL SERVICE, IS THE ONAL SERVICE, IS THE NAL SERVICE, IS THE AL SERVICE, IS THE L SERVICE, IS THE SERVICE, IS THE SERVICE, IS THE ERVICE, IS THE RVICE, IS THE VICE, IS THE ICE, IS THE CE, IS THE E, IS THE , IS THE IS THE IS THE S THE THE THE HE E PROPERTY OF COASTAL ENGINEERING ROPERTY OF COASTAL ENGINEERING OPERTY OF COASTAL ENGINEERING PERTY OF COASTAL ENGINEERING ERTY OF COASTAL ENGINEERING RTY OF COASTAL ENGINEERING TY OF COASTAL ENGINEERING Y OF COASTAL ENGINEERING OF COASTAL ENGINEERING OF COASTAL ENGINEERING F COASTAL ENGINEERING COASTAL ENGINEERING COASTAL ENGINEERING OASTAL ENGINEERING ASTAL ENGINEERING STAL ENGINEERING TAL ENGINEERING AL ENGINEERING L ENGINEERING ENGINEERING ENGINEERING NGINEERING GINEERING INEERING NEERING EERING ERING RING ING NG G ASSOCIATES, INC. AND IS NOT TO BE SSOCIATES, INC. AND IS NOT TO BE SOCIATES, INC. AND IS NOT TO BE OCIATES, INC. AND IS NOT TO BE CIATES, INC. AND IS NOT TO BE IATES, INC. AND IS NOT TO BE ATES, INC. AND IS NOT TO BE TES, INC. AND IS NOT TO BE ES, INC. AND IS NOT TO BE S, INC. AND IS NOT TO BE , INC. AND IS NOT TO BE INC. AND IS NOT TO BE INC. AND IS NOT TO BE NC. AND IS NOT TO BE C. AND IS NOT TO BE . AND IS NOT TO BE AND IS NOT TO BE AND IS NOT TO BE ND IS NOT TO BE D IS NOT TO BE IS NOT TO BE IS NOT TO BE S NOT TO BE NOT TO BE NOT TO BE OT TO BE T TO BE TO BE TO BE O BE BE BE E USED, IN WHOLE OR IN PART FOR SED, IN WHOLE OR IN PART FOR ED, IN WHOLE OR IN PART FOR D, IN WHOLE OR IN PART FOR , IN WHOLE OR IN PART FOR IN WHOLE OR IN PART FOR IN WHOLE OR IN PART FOR N WHOLE OR IN PART FOR WHOLE OR IN PART FOR WHOLE OR IN PART FOR HOLE OR IN PART FOR OLE OR IN PART FOR LE OR IN PART FOR E OR IN PART FOR OR IN PART FOR OR IN PART FOR R IN PART FOR IN PART FOR IN PART FOR N PART FOR PART FOR PART FOR ART FOR RT FOR T FOR FOR FOR OR R ANY OTHER PURPOSE WITHOUT THE NY OTHER PURPOSE WITHOUT THE Y OTHER PURPOSE WITHOUT THE OTHER PURPOSE WITHOUT THE OTHER PURPOSE WITHOUT THE THER PURPOSE WITHOUT THE HER PURPOSE WITHOUT THE ER PURPOSE WITHOUT THE R PURPOSE WITHOUT THE PURPOSE WITHOUT THE PURPOSE WITHOUT THE URPOSE WITHOUT THE RPOSE WITHOUT THE POSE WITHOUT THE OSE WITHOUT THE SE WITHOUT THE E WITHOUT THE WITHOUT THE WITHOUT THE ITHOUT THE THOUT THE HOUT THE OUT THE UT THE T THE THE THE HE E WRITTEN AUTHORIZATION OF COASTAL ENGINEERING ASSOCIATES, INC.
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DRAWING INVALID UNLESS SIGNED, DATED & SEALED BY REGISTERED PROFESSIONAL
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17046
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DATE
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REV. BY
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REV. NO.
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REVISION
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JERRY L WOLFE JR., P.E, , P.E, FL. REG. NO. 8124981249
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4/6/18
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JJB
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1
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REVISED PER COUNTY COMMENTS
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REUSE OF DOCUMENT