LOCATION MAP OVERALL SITE PLAN ... - Clay County!

DEVELOPMENT INFORMATION
LANDOWNER:
S&S MIDDLEBURG, LLC
14502 NORTH DALE MABRY, SUITE 333
TAMPA, FL 33618
(813) 269-9112
ENGINEER / SURVEYOR / LANDSCAPE ARCHITECT:
UPHAM, INC.
265 KENILWORTH AVENUE
ORMOND BEACH, FL 32174
(386) 672-9515
APPLICANT / CONTRACT PURCHASER:
CALIBER MIDDLEBURG, LLC
3384 PEACHTREE ROAD, NE, SUITE 650
ATLANTA, GA 30326
(404) 692-6081
ARCHITECT:
FWH ARCHITECTS, INC.
3336 GRAND BLVD, SUITE 102
HOLIDAY, FL 34690
(727) 815-3336
CONCEPTUAL DRC SITE PLAN
FOR A PROPOSED
M.P. 5.824
OLD JENNINGS ROAD
BRANAN FIELD ROAD
M.P. 6.297
BLANDING BLVD (SR 21) (SECTION 71070)
M.P. 7.137
DATE
REVISIONS
DESCRIPTION
LEGAL DESCRIPTION:
BEING A PORTION OF THE PROPERTY AS DESCRIBED IN OFFICIAL RECORD BOOK 2777, PAGES 1730 THROUGH 1733, PUBLIC RECORDS
OF CLAY COUNTY, FLORIDA AND BEING A PORTION OF THE NORTHWEST ONE-QUARTER (1/4) AND A PORTION OF THE SOUTHWEST
ONE-QUARTER (1/4), OF SECTION 32, TOWNSHIP 4 SOUTH, RANGE 25 EAST, LYING NORTHERLY OF BLANDING BOULEVARD (STATE
ROAD 21 A 230 FOOT WIDE RIGHT-OF-WAY PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP SECTION 71070-2518,
SHEET 1 OF 8, DATED JUNE 20, 1983) , CLAY COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
AS A REFERENCE POINT COMMENCE AT THE NORTH ONE-QUARTER (1/4) CORNER OF SAID SECTION 32; RUN THENCE SOUTH 00
DEGREES 10 MINUTES 10 SECONDS EAST ALONG THE EAST LINE OF SAID NORTHWEST ONE-QUARTER (1/4) FOR A DISTANCE OF 40.00
FEET TO A 4 INCH BY 4 INCH CONCRETE MONUMENT WITH BRASS DISK STAMPED "PRM LB 3731" ON THE SOUTHERLY RIGHT-OF-WAY
LINE OF OLD JENNINGS ROAD (COUNTY ROAD 220A AN 80 FOOT WIDE RIGHT-OF-WAY); THENCE CONTINUE SOUTH 00 DEGREES 10
MINUTES 10 SECONDS EAST ALONG SAID EAST LINE FOR A DISTANCE OF 1693.70 FEET TO A 4 INCH BY 4 INCH CONCRETE MONUMENT,
SAID POINT BEING THE MOST NORTHERLY CORNER OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 1565, PAGES 664 THROUGH
667, PUBLIC RECORDS OF CLAY COUNTY, FLORIDA; THENCE SOUTH 20 DEGREES 52 MINUTES 12 SECONDS WEST ALONG THE WEST
LINE OF LANDS AS DESCRIBED IN SAID OFFICIAL RECORDS BOOK 1565, PAGES 664 THROUGH 667 FOR A DISTANCE OF 139.28 FEET;
THENCE SOUTH 15 DEGREES 02 MINUTES 37 SECONDS EAST FOR A DISTANCE OF 194.79 FEET TO A POINT OF INTERSECTION WITH THE
EAST LINE OF SAID NORTHWEST ONE-QUARTER (1/4) AND THE NORTHERLY RIGHT-OF-WAY LINE OF SAID STATE ROAD 21; THENCE
SOUTH 55 DEGREES 01 MINUTES 58 SECONDS WEST ALONG THE SAID NORTHERLY RIGHT-OF-WAY LINE FOR A DISTANCE OF 391.97
FEET TO AN IRON ROD AND CAP "FDOT" MARKING THE SAID NORTH RIGHT-OF-WAY LINE; THENCE SOUTH 55 DEGREES 02 MINUTES 19
SECONDS WEST FOR A DISTANCE OF 674.35 FEET FOR THE POINT OF BEGINNING; THENCE SOUTH 55 DEGREES 02 MINUTES 19 WEST
FOR A DISTANCE OF 115.81 FEET TO THE MOST SOUTHEASTERLY CORNER OF LANDS DESCRIBED I N OFFICIAL RECORDS BOOK 2558,
PAGES 426 THROUGH 429, PUBLIC RECORDS OF CLAY COUNTY, FLORIDA; THENCE NORTH 34 DEGREES 57 MINUTES 41 SECONDS WEST
FOR A DISTANCE OF 281.51 FEET ALONG THE EAST LINE OF SAID LANDS ; THENCE NORTH 43 DEGREES 15 MINUTES 32 SECONDS EAST
FOR A DISTANCE OF 118.34 FEET; THENCE SOUTH 34 DEGREES 57 MINUTES 13 SECONDS EAST FOR A DISTANCE OF 305.67 FEET TO A
POINT ON THE AFORESAID NORTH RIGHT-OF-WAY LINE OF STATE ROAD 21, AND THE POINT OF BEGINNING.
THE ABOVE DESCRIBED PARCEL CONTAINS 0.781 ACRES MORE OR LESS.
TAX PARCEL No. 32-04-25-008102-005-00
1. THE PROPOSED DEVELOPMENT REPLACES THE PREVIOUS TUFFY AUTO SERVICE CENTER THAT WAS NEVER
CONSTRUCTED BY THE DEVELOPER DUE TO THE RECESSION. THIS PROJECT WILL SUPERCEDE ANY PREVIOUS
RESERVATIONS AGAINST THE DEVELOPMENT.
2.
3.
4.
5.
6.
8.
9.
10.
11.
12.
13.
14.
THE PROPOSED DEVELOPMENT CONSISTS OF 0.78 ACRES AND IS BEING SUBDIVIDED FROM THE UNDERLAYING 2.67
ACRE TAX PARCEL. A 4,990 GSF - 6 BAY GARAGE, PEP BOYS AUTO SERVICE & TIRE CENTER IS PROPOSED FOR THE
RETAIL PURCHASE AND REPLACEMENT OF AUTOMOTIVE PARTS CONSISTING OF BUT NOT LIMITED TO TIRES,
EXHAUST SYSTEMS, BRAKES, HEATING AND COOLING, BATTERIES, OIL AND FLUID CHANGES AND PREVENTIVE
MAINTENANCE OF MECHANICAL SYSTEMS.
THE PROPERTY IS LOCATED WITHIN THE BRANAN FIELD VILLAGE ACTIVITIES CENTER, ZONED PUD.
THE PROPERTY IS COMPLETELY UNDEVELOPED, CLEARED AND ROUGH GRADED AS PART OF LOWE'S SITE IMPROVEMENTS.
THE PROPERTY IS LOCATED WITHIN FLOOD ZONE "X" PER FEMA MAP PANEL No. 120064 0130 D.
A SJRWMD PERMIT, No. 4-019-103938-2 WAS ISSUED ON MAY 13, 2008 FOR THE MASTER STORMWATER POND AND WETLAND IMPACT.
7. A SJRWMD PERMIT, No. 4-019-103938-4 WAS ISSUED ON JANUARY 29, 2009 FOR TUFFY ON THE PROPERTY. THE
PERMIT WILL BE TRANSFERED TO PEP BOYS.
A USACOE PERMIT, No. SAJ-2006-5109 (SP-MRE) WAS ISSUED ON OCTOBER 16, 2008 FOR THE WETLAND IMPACT.
ALL INTERIOR UTILITIES SHOWN WITHIN UTILITY EASEMENTS WILL BE OWNED AND MAINTAINED BY CLAY COUNTY UTILITY AUTHORITY.
FRANCHISE UTILITIES (TELEPHONE AND ELECTRIC) WILL BE PRIVATELY OWNED AND MAINTAINED.
DEVELOPMENT AREAS
ENCLOSED BUILDING
PAVEMENT (PARKING, DRIVES, APRONS, WALKS, CURB)
INTERIOR OPEN SPACE
EXTERIOR OPEN SPACE
TOTAL AREA
34,005 GSF (0.781 AC) 100.0%
TOTAL IMPERVIOUS AREA 22,370 GSF (0.513 AC) 65.8%
VEHICLE USE AREA (VUA)
INTERIOR LANDSCAPE
PERCENT OF VUA / LANDSCAPE AREA (2,982 / 19,938) = 15.0%
FLOOR AREA RATIO (FAR) = (ENCLOSED BLDG AREA 4,990 SF / TOTAL SITE AREA 34,005 SF) = 0.15
PARKING TABULATION
4,990 GSF
17,380 GSF
2,982 GSF
8,653 GSF
REQUIRED (AUTO REPAIR 1 / 300 SF) = 17 SPACES.
PROVIDED = 20 SPACES (INCL 1 HANDICAP SPACE) EXCLUDES 6 GARAGE BAY SPACES.
OUTDOOR STORAGE, DISPLAY AND SALES OF PRODUCTS ARE INDICATED ON THE SITE PLAN.
14.7%
51.1%
8.8%
25.4%
A TOTAL OF 0.28 ACRES (12,006 GSF) OF CIVIC SPACE IS RESERVED FOR THE 60,030 GSF FLOOR AREA FOR THE
OUTPARCELS. THIS AREA IS INCLUDED ON LOWE'S SITE WITHIN THE 0.51 ACRE GAZEBO AREA.
CIVIC SPACE RESERVED FOR OUTPARCELS ON LOWE'S
AREA UTILIZED FOR THIS PROJECT
TOTAL CIVIC SPACE USED TO DATE
REMAINING CIVIC SPACE FOR OUTPARCELS
19,938 GSF
2,982 GSF
12,006 GSF
819 GSF
858 GSF
10,329 GSF
(CHICK-FIL-A)
16.
17.
18.
POTABLE WATER
IRRIGATION (POTABLE)
WASTEWATER
ELECTRIC
1,800 GPD (4 ERC)
1,350 GPD (3 ERC)
1,244 GPD (4 ERC)
120/208 V, 3 PH, 285 A
REQUIRED WAIVERS FROM BRANAN FIELD LDR:
III.5.b.iv
OF MIDDLEBURG, FLORIDA
TUFFY AUTO SERVICE CENTERS
SECTION 32, TOWNSHIP 4 SOUTH, RANGE 25
1716 BLANDING BLVD (SR 21)
MIDDLEBURG, CLAY COUNTY, FL 35242
SEPTEMBER 13, 2012
THE PROPOSED BUILDING WILL BE CONSISTENT WITH THE BRANAN FIELD LDR REVISED DATE MAY 2011 SUBJECT
TO THE REQUESTED WAIVERS AND THE CLAY COUNTY LDR PER SECTION III. THE BUILDING CLASSIFICATION IS A
SINGLE STORY, TYPE IIB, UNPROTECTED, GROUP S1 STORAGE.
19. AGREEMENT No. 05/06-44 PROVIDES FOR 278,170 GSF FOR SHOPPING CENTER USE. A TOTAL OF 215,039 GSF WAS
RESERVED FOR LOWE'S AND THE OUTPARCELS. LOWE'S UTILIZED 155,009 GSF AND 60,030 WAS RESERVED FOR
THE OUTPARCELS. THE REMAINING FLOOR AREA OF 63,131 GSF BELONGS TO AMERICAN LAND DEVELOPMENT.
20.
21.
THE MAXIMUM BUILDING HEIGHT AT THE PEAK IS 27 FT. THE HEIGHT OF THE ROOF IS 20 FT 4 IN.
UTILITIES REQUIRED FOR THE BUILDING.
SHOPPING CENTER FLOOR AREA RESERVED TO OUTPARCELS
FLOOR AREA UTILIZED FOR THIS PROJECT
TOTAL FLOOR AREA USED TO DATE
REMAINING FLOOR AREA FOR OUTPARCELS
A TOTAL OF 6.06 ACRES OF IMPERVIOUS AREA CONTRIBUTION FROM THE OUTPARCELS IS RESERVED WITHIN THE
MASTER STORMWATER POND.
IMPERVIOUS AREA RESERVED FOR OUTPARCELS
IMPERVIOUS AREA FOR THIS PROJECT
TOTAL IMPERVIOUS AREA USED TO DATE
REMAINING IMPERVIOUS AREA FOR OUTPARCELS
60,030 GSF
4,990 GSF
4,287 GSF
50,753 GSF
6.06 AC
0.51 AC
0.93 AC
4.62 AC
(CHICK-FIL-A)
(CHICK-FIL-A)
SECTION III.5.e.vi OF THE BRANAN FIELD LDR FOR THE FRONT BUFFER WAS REDUCED FROM 75 FT TO 35 FT AS
PART OF LOWE'S DRC APPROVED SITE PLAN.
ELIMINATE THE REQUIREMENT FOR 6' WIDE STREET SIDEWALK DUE TO THE NARROW WIDTH OF THE
PROPERTY. PROVIDE AN 8' WIDE SIDEWALK CONNECTION TO THE FRONT BUFFER SIDEWALK.
PROPOSED
PEP BOYS
0.78 AC
PENZANCE
PARKWAY
GAZEBO SEATING AREA
CIVIC SPACE
0.51 AC
TAX PARCEL #
32-04-25-008102-005-00
TAX PARCEL #
32-04-25-
008102-
006-00
COPPERGATE
DRIVE
DOCTORS INLET ROAD
PROPOSED
CHICK-FIL-A
TAX PARCEL
# 32-04-25-
008102-005-01
SITE LOCATION
LOCATION MAP
BLANDING BOULEVARD
(STATE ROAD 21)
SCALE: 1" = 2,000'
TAX PARCEL #
32-04-25-008102-004-00
TAX PARCEL #
32-04-25-008102-005-00
OVERALL SITE PLAN
SCALE: 1" = 200'
KNIGHT BOX ROAD
MASTER WET
DETENTION
STORMWATER POND
OLD JENNINGS ROAD
PROJECT No:
DATE:
265 Kenilworth Avenue Ormond Beach Florida 32174
Voice: 386.672.9515 Fax: 386.673.6554 uphaminc.com
LB # 0003612 LC # 0000357
THIS DRAWING IS THE
PROPERTY OF UPHAM, INC.
ANY USE OR
REPRODUCTION IN WHOLE
OR PART IS PROHIBITED
WITHOUT THE EXPRESSED
WRITTEN CONSENT OF
UPHAM INC. COPYRIGHT
2009 ALL RIGHTS RESERVED
CONCEPTUAL DRC SITE PLAN
PEP BOYS OF MIDDLEBURG
MIDDLEBURG
PARCEL 2A
MIDDLEBURG, FLORIDA
120902
SEPTEMBER 13, 2012
15.
TEMPORARY OUTDOOR DISPLAY AND SALES DURING BUSINESS HOURS.
BUILDING AND SITE SIGNAGE LOCATIONS AND COPY AREA ARE INDICATED ON THE SITE PLAN.
III.5.b.vi
ELIMINATE TREES PLACED EVERY 40 FT AS DEFINED FOR SHOPPING STREET. PROVIDE FOUR 5'x5' TREE
CUTOUTS ALONG THE THE DIAGONAL PARKING SPACES AT EVERY OTHER SPACE.
DESIGN BY:
DRAWN BY:
RWS
HMT
HEIGHT COPY AREA
MONUMENT SIGN 8-0" 50 SF
BUILDING SIGN
162 SF EACH (2 SIGNS, MAX 324 SF)
III.5.e.iii
III.5.m.
ELIMINATE THE REQUIREMENT OF A 15' WIDE STOREFRONT SIDEWALK IT IS NOT APPLICABLE IN THIS
APPLICATION. THE ENTRY STOREFRONT IS NOT FACING THE STREET. PROVIDE AN 8' WIDE SIDEWALK AT
THE ENTRY TO THE STORE.
ELIMINATE THE REQUIRED 10' FOUNDATION PLANTER AT STORE ENTRANCE. PROVIDE A 5' FOUNDATION
PLANTER ON EACH SIDE OF THE ENTRANCE TO THE STORE.
CHECKED BY:
RWS
SCALE:
AS SHOWN
DRAWING NUMBER:

FUTURE DRIVEWAY
CONNECTION TO PLANTATION
CROSSING BY LOT 1 WHEN
DEVELOPED
CCUA UTILITY EASEMENT
ORB 3100, PG 149
10' BUFFER WIDTH APPROVED
BY LDM PER REQUEST BY
FORMER LANDOWNER
AMERICAN LAND DEVELOPMENT
TO BE REMOVED WHEN
FUTURE DRIVEWAY EXTENDED
(BY OTHERS)
EXISTING
FIRE
HYDRANT
LOT 1
PUD ZONING
(S&S MIDDLEBURG, LLC)
1.89 AC
PROPOSED STOP
SIGN AND STOP BAR
EXISTING STOP SIGN
CCUA UTILITY EASEMENT
0RB 3100, PG 163
DATE
REVISIONS
DESCRIPTION
EXTENSION OF 10" WATER MAIN
(TO BE CONTINUED BY LOT 1
WHEN DEVELOPED)
N 43°15'32" E 118.34'
CREDIT UNION
BOUNDARY
8' HIGH CMU TIRE ENCLOSURE
WITH GATE (CMU AND COLOR
TO MATCH BUILDING)
DUMPSTER PAD WITH 8' HIGH
CMU WALLS
SITE LIGHTING SHALL NOT
EXCEED 1.0 FT-CANDLE AT
BOUNDARY (TYPICAL)
DIRECTIONAL ARROW (TYPICAL)
PUD ZONING
PLANTATION CROSSING
TEMPORARY OUTDOOR DISPLAY
(SEE NOTE 14)
5'x8' FOUNDATION PLANTER
EACH SIDE OF ENTRANCE
24" MINIMUM HEIGHT SCREEN HEDGE
UNABLE TO CONTINUE TO
BOUNDARY DUE TO
CONSERVATION EASEMENT
BUILDING SIGN 162 SF
EACH LOCATION
29.52'
18'
CONSERVATION EASEMENT
N 34°57'41" W 281.51'
14.00'
8'
10' BUFFER
12'
37.00'
12.00'
9.67'
4'
41.33'
18'
120.67'
F.F. EL. 27.5±
6-BAY
4,990 GSF
1716 BLANDING BLVD
18'
54' 11.33' 20.5'
5'
11.67'
8'
9'
(TYP)
33'
28'
S 55°02'19" W 115.81'
R 10'
WHEEL
STOP
(TYPICAL)
BAY
DOOR
(TYP)
R 5'
26.8'
R 3'
R 5'
12.8'
20' 24'
17'
MONUMENT SIGN
(50 SF COPY AREA, 8' MAX HEIGHT)
STOP
20.5'
32.48'
12.00'
R 5'
19'
9'
(TYP)
45°
R 3'
9'
11.00'
R 10'
R 5'
22'
13'
S 34°57'13" E 305.67'
R 12'
EXISTING POTABLE WATER AND
WASEWATER MAINS WITH
SERVICES FOR PEP BOYS USE
EXISTING STORM STUBOUT TO BE
EXTENDED FOR PEP BOYS USE
TYPE "D" CURB
(TYPICAL)
INTERIOR LANDSCAPE
MINIMUM 375 SF INTERIOR AREA
(TYPICAL)
PROPOSED COMMON DRIVEWAY
"SHOPPING STREET" OVERLAP
BY PEP BOYS, FUTURE
CONNECTION WITH CREDIT
UNION (BY OTHERS) 2,800± SF
IMPERVIOUS AREA ON LOT 2B
PAINTED MARKINGS
PAVEMENT FLUSH ACROSS
FULL WIDTH
5'x5' CUTOUT FOR CONTAINERIZED
TREE (4 PLACES)
GREASE TRAP/OIL SEPARATOR,
LOCATION TO BE DETERMINED AT
TIME OF PERMITTING
CEC TRANSFORMER
3 RACK BICYCLE PARKING
SIDEWALK TO BE CONTINUED
WHEN CREDIT UNION
DEVELOPS (BY OTHERS)
35' BUFFER WITH 8' SERPENTINE
SIDEWALK AND PLANTINGS
(SEE NOTE 21)
S 55°02'19" W 165.23'
ELECTRICAL AND TELEPHONE SERVICE
TO BE PROVIDED AT R/W AND EXTENDED
ALONG COMMON LINE
LOT 2B
PUD ZONING
(FUTURE FLORIDA
CREDIT UNION)
1.15 AC
CCUA UTILITY EASEMENT
ORB 3100, PG 149
EXISTING UTILITIES, PAVEMENT AND
DRAINAGE IMPROVEMENTS
CONSTRUCTED BY LOWE'S
LOT 3
PROPOSED
CHICK-FIL-A
(BY OTHERS)
CCUA UTILITY EASEMENT
ORB 3100, PG 149
EXISTING LOWE'S AND DEVELOPMENT
MONUMENT SIGN
LEGEND
#WM
#WM
#SAN
#SAN
EXISTING EASEMENT
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED WATER VALVE
EXISTING WATER MAIN (# INDICATES SIZE)
PROPOSED WATER MAIN (# INDICATES SIZE)
EXISTING SANITARY SEWER (# INDICATES SIZE)
PROPOSED SANITARY SEWER (# INDICATES SIZE)
EXISTING LIGHT POLE
PROJECT No:
DATE:
DESIGN BY:
265 Kenilworth Avenue Ormond Beach Florida 32174
Voice: 386.672.9515 Fax: 386.673.6554 uphaminc.com
LB # 0003612 LC # 0000357
THIS DRAWING IS THE
PROPERTY OF UPHAM, INC.
ANY USE OR
REPRODUCTION IN WHOLE
OR PART IS PROHIBITED
WITHOUT THE EXPRESSED
WRITTEN CONSENT OF
UPHAM INC. COPYRIGHT
2009 ALL RIGHTS RESERVED
CONCEPTUAL DRC SITE PLAN
PEP BOYS OF MIDDLEBURG
MIDDLEBURG
PARCEL 2A
MIDDLEBURG, FLORIDA
120902
SEPTEMBER 13, 2012
RWS
EXISTING MANHOLE
DRAWN BY:
HMT
TAPER CURB TO BE FLUSH
AT CONCRETE
TEL
PROPOSED MANHOLE
EXISTING STORM SEWER WITH INLET
EXISTING UNDERGROUND TELEPHONE CABLE
EXISTING SIGNS
CHECKED BY:
SCALE:
DRAWING NUMBER:
RWS
1" = 20'
EXISTING IMPROVEMENTS
FUTURE IMPROVEMENTS
BLANDING BLVD. (STATE ROAD No. 21)
(235' R/W)
EXISTING
SIGNALIZED
INTERSECTION
PROPOSED IMPROVEMENTS
PROPOSED CONCRETE