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July 18, 2017 Page 1 of 2
VILLAGE OF ESTERO ZONING
STAFF REPORT
CASE TYPE: ADMINISTRATIVE AMENDMENT CASE NUMBER: ADD2017-E003 CASE NAME: DUNKIN DONUTS/VALVOLINE PLANNING & ZONING BOARD DATE: JULY 18, 2017 (CONTINUED FROM JUNE 1 AND
JUNE 20, 2017) REQUEST The applicant is requesting a deviation from Section 33-385 of the Land Development Code (LDC) for a monument sign setback reduction from 15 feet to 10 feet for a Dunkin Donuts/Valvoline being constructed in the Grande Oaks Shoppes on Ben Hill Griffin Parkway, north of Corkscrew Road. APPLICATION SUMMARY Applicant: Christopher Mellgren, CEO Request: Deviation for a reduced setback for a monument sign along the east side of Ben Hill Griffin Parkway at ten feet rather than the required fifteen feet defined by Land Development Code (LDC) Section 33-385 (a) (3). Location: The property is located at 20290 Grande Oaks Shoppes Boulevard. The applicant indicates the STRAP number is 25-46-25-E4-20000.0020. PROJECT HISTORY The subject property is part of a Development Regional Impact (DRI), known as Timberland and Tiburon. It was first rezoned from General Commercial (CG), Tourist Commercial (CT), and Planned Unit Development (PUD) to Mixed Use Planned Development (MPD) on March 3, 1997 (Zoning Resolution Z-97-010). The subject property is located within Area #3 on the approved Master Concept Plan and consists of 1.11 acres. Development Order approval was granted by the Village of Estero on July 29, 2016 for the development of Valvoline and Dunkin Donuts. The concrete monument sign design was approved with conditions by the Design Review Board on June 14, 2017. STAFF ANALYSIS A revised application with revised plans and details (See Attachment A and B) was submitted to Staff on June 26, 2017. The applicant has now requested a setback reduction from 15 feet to 10 feet for the Dunkin Donuts/Valvoline concrete monument sign which is currently under construction on Ben Hill Griffin Parkway. The purpose is to construct a monument sign closer to Ben Hill Griffin Parkway for better visibility, according to the applicant. The applicant had previously requested a concrete monument sign setback reduction from 15 feet to 8.07 feet at the June 1, 2017 Planning and Zoning Board public hearing. The Planning and
July 18, 2017 Page 2 of 2
Zoning Board had several questions about the sign and setback, and requested additional information and suggested that the concrete monument sign should be re-located and placed closer to the Dunkin Donuts/Valvoline access road. The Board had concerns related to sight line issues with the proposed location of the sign. It was suggested that the applicant submit photos showing the location of the sign at the required setback and the requested setback. The case was continued. RECOMMENDATION Staff does not recommend approval of the sign setback. Granting the request could set a precedent along Ben Hill Griffin Parkway. Signs within the vicinity of the subject site are in compliance with Section 33-385 (a) (3) for monument signs. Additionally, the applicant has not provided any justification for the deviation, nor have they illustrated how the deviation would enhance the project. Section 34-373 (a) (9) of the Land Development Code states; “A schedule of deviations and a written justification for each deviation requested as part of the master concept plan and accompanying documentation including sample detail drawings illustrating how each deviation would enhance the achievement of the objectives of the planned development and will not cause a detriment to public interests”. This information has not been provided to assist Staff and the Planning and Zoning Board in their review. ATTACHMENTS
A. Site Plans B. Sign Detail
Attachment A: Site Plans
DR
IVE
TH
RU
DRIVE
THRU
DR
IVE
TH
RU
GRANDE OAK SHOPPES BOULEVARD
LOT 1
EX
.8'C
ON
CR
ETE
WA
LK
EX. ELECTRIC TRANSFORMER
EX. UTILITY VAULT
EX. EDGE OF PAVEMENT
EX. TYPE "F" CURB
EX. GAS MARKER
EX. TYPE "F" CURB
40'
EX. 10' UTILITY EASEMENT
EX. CROSS WALK SIGNAL
EX. TRAFFIC SIGNAL POLE
EX. TRAFFIC SIGNAL BOX
EX. F.P.&L. VAULT
EX. ELEC. RISER
EX. TRAFFIC
SIGNAL BOX
80'
(TRACT R - PRIVATE ROADWAY/P.U.E./D.E.)
EX. TELEPHONE RISER
EX. EDGE OF
PAVEMENT
C4
C5
C3
C2
C1
EX. STOP SIGN
150' RIGHT OF WAY
(TR
AC
TR
-P
RIV
ATE
RO
AD
WA
Y/P
.U. E
./ D. E
.)
BE
NH
I LL
GR
IFF
INP
AR
KW
AY
O.R
.B
OO
K2
7 45,
PA
GE
S1
55
0-1
554
(15 0
' RIG
HT
OF
WA
Y)
BOUNDARY
LOT 2
GR
AN
DE
OA
K
SH
OP
PE
SB
OU
LE
VA
RD
10'x3
0'
LO
AD
ING
ZO
NE
DUNKIN DONUTS36.82'x67.67' +/-
1678 S.F.+/-
12'
5'
15' BUFFER
25'B
UF
FE
R
TYPE "D"
CURB (TYP.)
GARBAGE TRUCK
TURNING PATH
MONUMENT SIGN
(10'x2')
5' BUFFER
WALK INFREEZER / COOLER
DRIVE THROUGHWINDOW
ASPHALT
43.5
7'
38.67'
7.87'
12.8
8'
22'
18'
18'
22'
12'
24.0
7'
R2'
R10
'
R10'
R10
'
R10'
R10
'
R10
'
(TYP.)
15'B
UF
FE
R
71' OF VALLEY
CURB
TYPE "F"
CURB (TYP.)
CURB
TRANSITION
(TYP.)
MATCH
MATCH
R30'
R10'
( TY
P.)
18'
R10'
18'
24'
122.63'
9'
VALVOLINE34'x79.33'
2535 S.F.+/-
H.C. RAMP
(CR-E)
19.3'19.3'
38.6'
R5'
42'
H.C. RAMP
(CR-A)
13.5'x13.5'
DUMPSTER SCREENED WITH
8' HIGH DUMPSTER WALL
67
9
6
24.26'
80.6'
12'
R30'
R30'
PUBLIC UTILITY AND
DRAINAGE EASEMENT
PU
BLI C
UT
ILIT
YA
ND
DR
AIN
AG
EE
ASE
ME
NT
LOT 3MARATHON / 7-11
CORKSCREW EAST ENERGY LLC
STRAP: 25-46-25-E4-20000.0030
FOLIO ID: 10460342
SHOPPES AT GRANDE OAK
REGENCY REALTY GROUP INC
STRAP: 25-46-25-E4-2000P.0000
FOLIO ID: 10464404
N6° 4
4'3
9"
W( P
)1
79. 2
3' (P
&C
)N
6° 4
2'1
7"
W( C
)
S6° 4
4'3
9"
E(P
)
196. 2
4' (P
)195.9
7'( M
)
N 82°33'00" E (P) 200.00' (P&C)
N 83°15'21" E (P)
N 83°17'43" E (C)
N 82°35'22" E (C)
S6° 4
2'1
7"
E(C
)
H.C. RAMP
(CR-E)
MENU BOARD
RE
I NF
OR
CE
DC
ON
CR
ET
E
SID
EW
ALK
(SE
ED
ET
AI L
)
REINFORCED
CONCRETE
SIDEWALK
(SEE DETAIL)
8.66'
5'
37.3
'
H.C. RAMP (CR-E)
5' 8' 8' 4'
5'
15'
10.2
3'
10'
LA
ND
SC
AP
E
BE
RM
LA
ND
SC
AP
E
BE
RM
LANDSCAPE
ISLAND
572 S.F.+/-
LANDSCAPE
ISLANDS
684 S.F.+/-
5'
5' CONCRETE
SIDEWALK
MATCH
H.C. RAMP
(CR-G)
52.66'
54.69'
29'
5'
5.7
5'
4.12'
5'
R15
'
R10
'
R10'
32.84'
12'
5'
20.07'
17. 8
4'
7.6
1'
R50'
R50'
R50'
R50'
12'
H.C. RAMP
(CR-F)
H.C. RAMP
(CR-F)
WHEEL STOP (TYP.)
10'
10'
13'
20.2
3'
10'
10'
200'S
IGH
TD
I STA
NC
E
200'S
IGH
TD
I STA
NC
E
63.3
3'
32.00'
77.3
3'
18.00'
2.0
0'
16.00'
16.0
0'
2.00'
1'
PHASE 1
PHASE 2
PHASE LINE
PHASE 2
PHASE 1
13.5
'
13'
CONCRETE PAD
H.C. RAMP
(CR-A)
H.C. RAMP
(CR-G)8'x16'
DUMPSTER SCREENED WITH
8' HIGH DUMPSTER WALL
(SEE DETAILS)
STAIRS
11.4
8'
CO
NC
RE
TE
CO
NC
RE
TE
7'
21'
11.6
7'
11.6
7'
3.1
5'11.6
7'
11.6
7'
3.2
7'
3.2
7'
10' 5'
123.3
2'
.86'
03/29/16 MISC. REVISIONS PER COMMENTS SPM01
SHEETDRAWING
SP
CHECKED
MJM
25-46S-25E
OF
morris engineering and consulting, llcm Civil Engineering and Land Development Consulting6981 Professional Parkway East, Lakewood Ranch, Florida 34240 C.A.28780 941-444-6644 www.morrisengineering.net
4.1 8
DATE
08/10/15
PROJECT
DDVE
DRAWN
SPM
MATTHEW J. MORRIS
FL LICENSE NO. 68434NO. DATE REVISION DESCRIPTION BY
DUNKIN DONUTS / VALVOLINE - ESTEROLEE COUNTY, FLORIDA
SITE PLAN
EXISTING SITE NOTES:
1. ADDRESS: 20290 GRANDE OAK SHOPPES BLVD., ESTERO, FL. 339282. STRAP: 254625E4200000020
3. ZONING: MPD
4. FLOOD ZONE: SUBJECT PROPERTY LIES IN ZONE X PER FEDERAL INSURANCE RATE MAP NUMBER 12071C0584F EFFECTIVE DATE 8/28/2008
5. ALL ELEVATIONS REFER TO N.A.V.D. 1988
6. CLASSIFICATION / DOR CODE: VACANT COMMERCIAL / 10
7. AREA: 48422 S.F OR 1.11 AC.8. LOT 2 OF THE SHOPPES OF GRANDE OAK, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 69, PAGE 31, OF THE PUBLIC
RECORDS OF LEE COUNTY, FLORIDA.
PROPOSED SITE NOTES:
1. CONSTRUCTION SCHEDULE: 2016-2017
2. LAND USE: COMMERCIAL
3. ZONING: MPD4. SETBACKS: FRONT (R.O.W.)= 25', SIDE= 15', REAR= 15'
5. BUFFERS: FRONT= 25', SIDE= 15' (R.O.W.) 5', REAR= 15' & 25'
6. PARKING REQUIRED:
RESTAURANTS, FAST FOOD. 13 SPACES PER 1000 SQUARE FEET OF TOTAL FLOOR AREA
(DUNKIN DONUTS) 1678 S.F. / 1000= 1.67 X 13= 22 SPACES
AUTOMOTIVE DRIVE-IN OIL CHANGE ESTABLISHMENTS: 1.5 SPACES PER SERVICE BAY (VALVOLINE) 1.5 X 4 BAYS= 6 SPACES
28 SPACES TOTAL
*DRIVE-IN AUTOMOTIVE OIL CHANGE ESTABLISHMENTS: STACKING LANES TO ACCOMMODATE TWO CARS PER SERVICE BAY OR FIVE
STACKING SPACES PER SITE, WHICHEVER IS GREATER. EACH SERVICE BAY MAY COUNT AS ONE STACKING SPACE.
7. PARKING PROVIDED: 28 SPACES W/ 3 H.C. PARKING SPACES
0 S.F. (0%)IMPERVIOUS:
48422 S.F. (100%)PERVIOUS (OPEN SPACE):
EXISTING SITE AREAS:
29947 S.F. (61.9%)IMPERVIOUS:18475 S.F. (38.1%)PERVIOUS (OPEN SPACE):
PROPOSED SITE AREAS:
SITE AREAS (WITHIN CONSTRUCTION LIMITS):
DUNKIN DONUTS BUILDING NOTES:1. NUMBER OF FLOORS: 1
2. USE OF STRUCTURES: RESTAURANT, FAST FOOD
3. TOTAL SQUARE FOOTAGE: 1678 S.F.
4. BUILDING COVERAGE: 3.4%
SCALE
1"=20'
SEC.-TSP.-RNG.
GRAPHIC SCALE 1"=
0 20' 40' 60'
20'
CURVE TABLE
CURVE LENGTH RADIUS DELTA CH BEARING (P) CHORD
C1 665.31 1835.00 20°46'25" S 17°50'12" E 661.67
C2 22.60 1835.00 0°42'20" S 07°05'49" E 22.60
C3 20.14 1635.00 0°42'21" S 07°05'48" E 20.14
C4 39.27 25.00 90°0'0" S 38°15'21" W 35.36
C5 65.97 42.00 90°0'0" N 51°44'39" W 59.40
CH BEARING (C)
S 17°47'50" E
S 07°03'28" E
S 07°03'27" E
S 38°17'43" W
N 51°42'17" W
VALVOLINE BUILDING NOTES:
1. NUMBER OF FLOORS: 1
2. USE OF STRUCTURES: RETAIL ESTABLISHMENT3. TOTAL SQUARE FOOTAGE: 2535 S.F.
4. BUILDING COVERAGE: 5.2%
05/31/16 MISC. REVISIONS PER COMMENTS SPM02
03/09/17 ADD PHASE LINE SPM03
03/31/17 ADD DUMPSTER DETAILS SPM04
04/12/17 RELOCATE CROSSWALK SPM05
05/10/17 REVISE MONUMENT SIGN DBH06
06/05/17 REVISE CONCRETE AT BAYS SPM07
06/22/17 REVISE CONCRETE AT BAYS SPM06
Attachment B: Sign Detail
Scale 3/4” = 1’
LETTER SECTION
3.5’ x 4’ = 9.00 Sq. Ft.
5”
Transco brand20 Amp E-60272DISCONNECT SWITCH
3/8” Dia. x 3” Lag Bolts(8 Total)
POWER SUPPLY INSIDE (WILL PLUGINTO EXISTING TIMER CLOCKWHICH IS PLUGGED INTOEXISTING OUTLET IN BUILDING)AS PER NEC 600.32
(22) PerformX LEDS Total(3) Driver(1) 96 Watt Power Supply ANP90-30P1 Power Supply 100-240Wac; 96 Watt; 3.6 Amps *Use (1) 20 Amp Circuit
22 22
Sign & Awning, Inc.
Phone 727-535-0900
8780 126th Avenue North, Unit D
Fax 727-535-0944
Largo, FL. 33773
Email: [email protected]
CIRCUITS REQUIRED
TO BEDETERMINED
(120 VOLT)
CO
LO
R S
CH
ED
UL
E:
2ND SURFACE VINYL 2ND SURFACE VINYL
( PMS 165C ORANGE ) ( PMS 219C MAGENTA ) ( PMS 1545C DARK BROWN )
2ND SURFACE VINYL
PAINTED TO MATCHBM 2116-10 NIGHT SHADE
( PMS 1545C DARK BROWN )
COMPLIES WITHSTANDARD 48
A SUBSIDIARY OF SIGN EFFEX INC.
MANUFACTURED AT
512 Sixth Street NWWinter Haven, Fl 33881
Ph: 863-294-4498 Fax: 863-297-3299Email: [email protected]
DUNKIN DONUT S/F WALL CLOUD SIGNMOUNTED ONTO G.C. PROVIDED MONUMENT SIGNFOR RIVERCREST COMMONS RIVERVIEW, FLORIDA
DUAL MONUMENT SIGN SECTIONSCALE: 1/2"=1'-0
DUAL MONUMENT SIGN ELEVATION SECTIONSCALE: 1/2"=1'-0
SIGN FACE BYVENDOR (BOTHSIDES). REVERSEORDER ONOPPOSITE SIDE.
MONUMENT SIGN PROVIDED AND INSTALLED BY C.G.
VALVOLINE SIGN CANAND SIGN FACES BYOTHER VENDOR. (BOTHSIDES) REVERSEORDER ON OPPOSITESIDE.
1.5” PanDepth
36”
36”
(WILL PLUG INTO EXISTINGTIMER CLOCK WHICH ISPLUGGED INTO EXISTINGOUTLET IN BUILDING)
Transco brand 20 Amp E-60272DISCONNECT SWITCH
AS PER NEC 600.32
ELECTRICAL INFORMATIONA) Power Supply for LEDS 1.2 Amps. Total Load 3.6 Amps.B) All Electrical Components are U/L Listed.C) 120 Volts ½”#12 THWN Rig WireD) All Components Painted as per CodeE) External Disconnect SwitchF) Sign Grounded According to NEC 600.24G) Existing Dedicated 20 Amps Circuit # 6 Breaker From Electrical PanelH) All Materials Fasteners Meet 3004.4I) Timer Clock Controlled On/Off.
PANEL A250 RatingBreaker #5Total Load: 150 Amps
J) INSULATED CONDUCTORS AS PER NEC 310.8
3/8” Dia. x 3”LAG BOLTS
STUCCO FINISH
LED POWER SUPPLY
7”
Extruded Aluminum
