HomeMy WebLinkAboutPS 12-35; Hoehn Buick GMC Cadillac; Sign Permits/Programs (PS)r r------------------------------------------------------------------------, "
~ ,;~!' ..... '<' ~ .. ··~ CITY OF
CARLSBAD
REVIEW FOR SIGN
PERMIT
P-11
Development Services
Planning Division
1635 Faraday Avenue
(760) 602-4610
www.carlsbadca.gov
PLANNINGf.PP~ICAljl9!~gs I a--3'5
REC'D BY ~(~ .............. """"--"."""·~~::..>oo<Z~-----
DATE .5~-'i-· I',).
SIGN FEE -'"'-1'--1!5--_,t __________ _
SIGN PROGRAM FEE---------
RECEIPT NO.------------
All P.lans submitted for sign permits/sign programs shall consist of a minimum of a site plan and
sign elevations containing the following information:
1. North arrow and scale.
2. Location of existing buildings or structures, parking areas, and vehicular access points to the
property.
3. Location of all existing and proposed signs for the property.
4. Distance to the property line(s) for all proposed freestanding sign(s).
5. Provide an elevation for all proposed sign(s) which specifies the following:
A. Dimensions and area for all existing and proposed sign(s).
B. Materials the sign(s) will be constructed of.
C. Source of Illumination.
D. Proposed sign copy.
APPLICANT MUST SUBMIT THREE (3) SETS· OF SIGN/SITE PLANS, A COMPLETED
APPLICATION FORM, AND THE APPLICATION FEE.·
The application must be submitted prior to 4:00 p.m. Average processing time: 2 weeks
NAME OF PROJECT: 8~J;t tik ~ C Uvl!Lk
ADDRESS OF PROJECT: sq34-Pl0eff-7Ji[ /Vo-lk (A,t})bcyd} CA: 9UJOB
ASSESSOR PARCEL NUMBER: ~I I -DhO-09-.
··RELATED PLANNING CASE NUMBER(S): ----------,--------
TYPE OF DEVELOPMENT:
Residential (d)
Commercial (e)
) Office/Industrial (f)
SIGN PROGRAM AND/OR
SPECIFIC PLAN CRITERIA
Hotel/Motel
Service Station
Prof. Care
(g) Theater
(h) · Gov't/Church
(i) Public Park
U> Produce Stand
(k) Nursey
(I) P-UlOS Zone
Yes~ NoD Specific Plan Number ____ _
VILLAGE REDEVELOPMENT AREA Yes0 Noll§l Requires VR Approval
P-11 Page 1 of4 Revised 07/10
SIGN ORDINANCE: Yesgj NoD
COASTAL ZONE: YesD No~
EXISTING SIGNS:
TYPE NUMBER SIGN AREA SIGN HEIGHT
Pole ;/-7 7 f21 2-1 ~'
Monument
Wall 1--trill lb'
Suspended
Directional
Canopy
Freestanding (Project Identity)
PERMITS ISSUED FOR EXISTING SIGNS: Yes~ NoD Date -------
PROPOSED PERMANENT SIGNS:
MAXIMUM NUMBER MAXIMUM PROPOSED MAXIMUM PROPOSED
TYPE NUMBER PROPOSED SIGN SIGN AREA SIGN SIGN
ALLOWED AREA HEIGHT HEIGHT
··~~t* _j_ IZ13:i'J 32/ 2(:]"
Monument**
Wall 1 1-5 !A· 1 i, I -Suspended
Directional
Canopy
Freestanding**
(Project Identity)
PROPOSED TEMPORARY SIGNS:
MAXIMUM NUMBER MAXIMUM PROPOSED MAXIMUM PROPOSED
TYPE NUMBER PROPOSED SIGN SIGN AREA SIGN SIGN
ALLOWED AREA HEIGHT HEIGHT
Construction**
For Sale**
Banner
**Prior to approval, all proposed pole, monument, and freestanding signs must be reviewed
for potential sight distance and visibility issues. Additional information must supplement
this application showing how the proposed signage will not encroach into the public right-
of-way or present a traffic hazard. Page 3 of 4 illustrates an example for what would be
required for such proposed signs.
P-11 Page 2 of4 Revised 07/10
SITE PLAN REQUIREMENT FOR POLE, MONUMENT, AND FREESTANDING SIGN
APPLICATIONS
The following example illustrates the information that is required for all pole, monument, and
freestanding sign permit applications. Prior to approval, all such proposed signs must be reviewed
for potential issues by the Transportation Department, which will not allow signs to be approved
over the counter. Additional time will be required for on-site inspection.
I I
1 I
PIL • Sight Distance Requirement
• I • • I Show building Is • • • • I • • I :
: I • • Show setbacks from all curbs ,_ ---l ---
I • • I • I I • • I • I Show all property Jines I • • PIL I • . • I •
I • I I • •
curb line • • • • • • • -------------
Sight Visibility I
Street Name(s) (i) I
I North
21.41.080 Sign design standards
Relationship to Streets: Signs shall be designed and located so as not to interfere with the
unobstructed clear view of the public right-of-way and nearby traffic regulatory signs of any
pedestrian, bicyclist or motor vehicle driver.
Sight Distance: No sign or sign structure shall be placed or constructed so that it impairs the sight
distance requirements at any public or private street intersection or driveway.
EXISTING SIGN PROGRAMS OR SPECIFIC PLAN SIGN CRITERIA
TOTAL BUILDING STREET FRONTAGE
TOTAL SIGNAGE ALLOWANCE
EXISTING SIGNAGE (SQ. FT.)
REMAINING SIGN ALLOWANCE AT PRESENT
PROPOSED SIGNAGE (SQ. FT.)
__ ...::;.I_;;_JAJ _____ sq. ft.
·34:0 sq. ft.
!01_ -----'="-----sq. ft.
CJ. I l sq. ft.
__ ---:....1..::::...5"_3~---sq. ft.
REMAINING SIGN ALLOWANCE AFTER PROPOSED SIGN __ ....,lfo~S.L.-----sq. ft:
P-11 Page 3 of4 Revised 07/~0
PROPERTY OWNER APPLICANT
NAME (PRINT r.;;:JJ NAME (PRINT OR TYPE)
0~ . ' {~ ~1
MAILING ADDRESS MAILING ADDRESS J
~55b Fa1'Yri--/ fl-·
CITY AND STATE ZIP TELEPHONE CITY AND STATE ZIP TELEPHONE -Wt~ 05/r~ . eft-'/J9J/ if If ~J:.7J~J53~
I CERTIFY THAT I AM THE LEGAL OWNER I CERTIFY THAT I AM THE REPRESENTATIVE
AND THAT ALL THE ABOVE INFORMATION IS OF THE LEGAL OWNER AND THAT ALL THE
TRUE AND CORRECT TO THE BEST OF MY ABOVE INFORMATION IC' ..,) TRUE AND
KNOWLEDGE. CORRECT TO THE BEST OF MY KNOWLEDGE.
s~f~J/8 .5"}q /Jn...
SIGNATURE DATE DATE
PLANNER CHECK LIST:
1. Field check by planner.
2. Within maximum length, area.
3. Style consistent with Sign Program and/or Specific Plan criteria, if applicable.
4. Location: •!• In right-of-way •!• In visibility triangle at corner
5. Pole and monument signs to be checked by Transportation Engineering, for visibility issues.
6. When approved route copy to Data Entry
APPROVED: Planner: CJrA~.{) , ~~ Date:5-ol ( -J')_
P-11 Page 4 of4 Revised 07/10
City of Carlsbad
Faraday Center
Faraday Cashiet·ing 001
1213001-1 05/09/2012 32
Wed, May 09, 2012 01:15PM
Receipt Ref Nbr: R1213001-1/0020
PERMITS -PERMITS
Tran Ref Nbr: 121300101 0020 0020
Tt·ans/Rcpt#: R0089536
SET #: PS120035
Amount:
Item Subtotal :
Item Tota'l:
1 @I $57.00
$57.00
$57.00
ITEM(S) TOTAL: $57.00
Check (Chk# 050493) $57.00
Total Received: $57.00
Have a nice day!
**************CUSTOt~ER COPY*************
City of Carlsbad
1635 Faraday Avenue Carlsbad CA 92008
11111111111111 ~11111111111 IIIII 11111111111111111111 1111111111111
Applicant: ATTEBERRY STEVE
Description Amount
PS120035 57.00
5334 PASEO DEL NORTE CBAD
Receipt Number: R0089536 Transaction ID: R0089536
Transaction Date: 05/09/2012
Pay Type Method Description Amount
Payment Check 57.00
Transaction Amount: 57.00
ACKNOWLEDGMENT
State of California
County of San Diego
Title ofDocument Coo.se(};(;. .$ flgreetneJCt D . .r;. lA.nJ. Ow~
On Jan u.a,;!J 3 1, ,;;_ 6 / ;;;;._ . before me, Dianne Linda Walker, Notary Public, personally
appeared Sarah Rorick-Orlando, who proved to me on the basis of satisfactory evidence to be the person
whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her
authorized capacity, and that by her signature on the instrument the person, or the entity upon behalf of which
the person acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph
is true and correct.
WI1NESS my hand and official seal.
Signature of Notary
•
DIANNE LINDA WALKER
Commission # 1795456 j Notary Public • California 1 J san Diego County ~
••••• ·*~-Ot~f\2 .~
CONSENT AND AGREEMENT OF lAND OWNER.
(lfDealcnldp docs DOt own tile lalld)
LeueNo:32623~ Daller ld: '1996
DiYIJ))r No: Buicit/116120
Pap2of9
The unc:lemigned. who is the owner of the land described in the attached Dealership Identification lLease
Ap:cment between GM-DI LBASING CORPORATION, as Lessor, and HOEHN BUICK GMC CADR.LAC, as
Lessee, hereby consents to the installatiOD, maintenance, operation and removal of the sign(s) to be iDstalled
pursuant to saicl Lease.
The undenigned tbrther acknowledges tbat the afcnsaid sign( a) are the property of GM·DI LEASING
CORPORATION and agrees that, in the event of termination or expiration of said Lease or any extalsion or
renewal thereof; GM-DI LEASING CORPORATION may at any time thereafter enter upon and remove from the
premises all of the sip(s) iDBtalled pursuant to said I.Atase. It is 1brther acknowledged by the UDclersigned that
Le&sor's only obligations upon any such removal of sign(s) shall be those described in the attachecll Lease and
GeDera1 Provisions.
.I-
by ___ _
Notary Public, ________ _
sv ~:!Jt01~ ~c · ' ~~) ·~~~~~ v
NAME: So..y~h 'l<ov1 vk.-Q r-/o,n.d.a
(Pieue Priator'IP)
ADDRESS: __lQJS C.hes±o u.t Aye, . ~+e.
fa.clolaa-4. • c.4.. q;tp;;:t?
Project· Get1eral Motors (b ROSS BRYAN ASSOCIATES, INC.
Model P-137-26-90 CONSULTNG ENGINEERS
By KTF NASHVILLE, TN.
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Sheet No. 1 of
Job No. 12 4630
Date 5/2/12
EXPIRES
JUN 3 0 2012
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Project
Model
By
General Motors Retrofit
P-137-26-90
KTF
..__ CONSULTING ENGINEERS Job No. f1 ROSS BRYAN ASSOCIATES, INC. Sheet No.
.::J NASHVILLE, TN Date
CODES: 2010 California Building Code
2009 International Building Code-Wind Loads per provisions of ASCE 7-05
AISC Steel Construction Manual, 13th Edition
ACI 318-08, Building Code Requirements for Structural Concrete
SIGN DIMENSIONS:
Upper Sign Upper Sign Lower Sign Lower Sign
Length, B Depth, s Length, b1 Depth, s1
11.27 ft. 11.27 ft. 0 ft. 0 ft.
2
12 463,0
5/1/1:2
Overall Column Column Column Unbraced Column
Height, h Height, c Spacing, e Cover, g Length, Lb
26.5 ft. 14.73 ft. 4.33 ft. 0.875 ft. 12.84~ ft.
MAIN COLUMN SECTION PROPERTIES:
Section: W10X49 F -y -36 ksi E= 29000 ksi COMPACT FLANGES
of
A= 14.4 • 2 ln. T= 7.5 in. r = y 2.54 in. Cover Plates: Not Applicable
d= 10
t = w 0.34
bf = 10
tf = 0.56
DEAD LOADS:
Sign Weight=
Column Weight=
WIND LOADS:
in.
in.
in.
in.
12
49
I = X
s = X
r = X
z = X
272
54.6
4.35
60.4
psf
lb/ft
qh = o 00256 * k * k * k * v2 * 1 · z zt d
k = z 0.96
kzt = 1.0
kd = 0.85
V= 90
I= 0.87
qh = 14.67 lb/ft2
P = qh * G * ct
G = 0.85
B/s = 1.00
s/h = 0.43
Ct = 1.77
. 4 ln. rts =
. 3 ln. h = 0
in. J=
. 3 ln. c = w
2.84
9.44
1.39
2070
Concrete=
Soil=
in.
in.
. 4 ln.
. 6 ln.
b=
t=
sx(eff) =
Zx(eff) =
150 pcf
90 pcf
Velocity Pressure, ASCE 7-05, Section 6.5.10
0.00 in.
0.00 in.
54.60 . 3 In
60.40 • 3 In
Velocity Pressure Exposure Coefficient, ASCE 7-05, Table 6-3
Topographic Factor, ASCE 7-05, Section 6.5.7.2
Wind Directionality Factor, ASCE 7-05, Table 6-4
Basic Wind Speed, mph, ASCE 7-05, Figure 6-1
Importance Factor, ASCE 7-05, Table 6-1
Design Wind Loads, ASCE 7-05, Section 6.5.14
Gust Effect Factor, ASCE 7-05, Section 6.5.8
Length of Sign/Depth of Sign
Depth of Sign/Overall Height
Force Coefficient, ASCE 7-05, Figure 6-20
6
p = 22.06 lb/ft2 CASE A: resultant acts normal to sign face through the geometric center
CASE B: resultant acts normal to sign face at a distance from the geometric
center toward the windward edge equal to 0.2*Sign Length
CASE C: not applicable
Projec.t General Motors Retrofit ('"b ROSS BRYAN ASSOCIATES, INC. Sheet No. 3 of
Model P-137-26-90 CONSULTING ENGINEERS Job No. 12 4Ei30
By KTF NASHVILLE, TN Date 5/1/12
CHECK COLUMN: W10X49 F = y 36 ksi COMPACT FLANGES
LRFD Load Combinations: 1.20 + 1.6W ASCE 7-05, Section 2.3
Resistance Factor for Flexure: <Db= 0.9 AISC Specification F1
Service Wind Loads: Moment Arms:
Upper Sign, Pw= 2.80 kips 20.87 ft.
Lower Sign, Pw = 0.00 kips 14.73 ft.
Columns, p = w 0.57 kips 7.37 ft.
Total Service Moment at Base: M= 62.65 k-ft
Column Design is Controlled by Wind Load CASE B: 100% of sign load is transferred to column due to offset.
Factored Moment at base of one column: Mu = 96.89 k-ft
Yielding: Mn = Mp = Fy * Zx M = n 181.20 k-ft
Lateral-Torsional Buckling: Lb = 154.08 in.
L = p 126.88 in.
Lr = 502.03 in.
Lp < Lb::;; Lr Mn = Cb*[Mp-(Mp-0.7*Fy*Sx)*((Lb-Lp)/(Lr-Lp))]::;; Mp
<Db *Mn = 163.08 k-ft
<Db * Mn = 163.08 k-ft
>
>
Mu = 85.37 k-ft
Mu = 96.89 k-ft
AISC Specification F2-1
Unbraced Column Length
AISC Specification F2-5
AISC Specification F2-6
AISC Specification F2-2
At the Bottom Brace Point
At the Base Plate
6
(j ROSS BRYAN ASSOCIATES, INC. Sheet No.
il_ CONSULTING ENGINEERS Job No.
EJ NASHVILLE, TN Date
Projec~ . General Motors Retrofit
Model P-137-26-90
By KTF
4
12 46:10
S/1/1.2
of
CHECK WELD OF COLUMN TO BASE PLATE:
Resistance Factor for Welds: <D= 0.75
Fillet weld size = S/16 Sweld = 41.65 • 3 In
Wind Load and Moment: M = u 96.89 k-ft
Transverse Load In Weld = (MufSweld)*(effective throat)=
Longitudinal Load In Weld= Pu/(2* Lweld) =
Total Load In Weld = Transverse +
(1+0.5*sin1.5<0)
Longitudinal =
(1+0.5*sin1.5<D)
AISC Specification J2
Pwu = 4.94 kips
6.17 kips/in
0.33 kips/in
4.44 kips/in AISC Specification J2-5
Weld Design Strength, <I>Rn = 0.7S*(0.6*Fexx)*(Effective Throat) AISC Specification J2
O.K., <DRn = 6.96 kips/in > 4.44 kips/in
CHECK BASE PLATE AND ANCHOR BOLTS:
LRFD Load Combinations: 1.2D + 1.6W
Resistance Factors: <Db= 0.9
<De= 0.65
<Danchor = 0.75
Base Plate Size: Length, N = 18 in.
Anchor Rods: No. of Bolts = 6
Size of Bolts = 1 1/4 in.
ASTM Designation = AS72 Gr. SO
Tensile Stress, Fu = 65 ksi
Wind Load Moment: Mu = 96.89 k-ft
ASCE 7-05, Section 2.3
AISC Specification F1
ACI 318-08
ACI318-08
Width, B = 17 in.
Anchor Spacing, B-dir. =
Anchor Spacing, N-dir. =
Edge Distance =
Embedment=
Dead Load at Base:
F = y
6
14
2
36
1.78
36
in.
in.
in.
in.
kips
Equivalent Eccentricity e = MufP du = 652.97 in. AISC Steel Design Guide 1 (3.3.6)
Critical Eccentricity: ecrit = (N/2)-(Puf(2*qmax))
ksi
AISC Steel Design Guide 1 (3.3.7)
ACI318-08
ksi
qmax = fp(max)*B =
ecrit = 8.98
46.96 kips/in
in. < e = 652.97 in.
AISC Steel Deisgn Guide 1 (3.3.4)
DESIGN PLATE FOR LARGE MOMENT
Bearing length: Y= 1.65 in. AISC Steel Design Guide 1 (3.4.4)
Plate Thickness: tp(req) = 13/16 in.
Total Tension in Anchors, T u = 75.66 kips AISC Steel Design Guide 1 (3.4.2)
Tu per anchor= 25.22 kips
<Danchor*Rn= <D*0.75*Fu *Ats = 44.87 kips > 25.22 kips
Concrete Breakout: <D*Ncbg = 107.65 kips > Tu = 75.66 kips
USE 18 in. x 17 in. x 13/16 in. plate with 6-11/4 in. diameter AS72 Gr. SO bolts.
6
Pr.oject General Motors Retrofit fl. ROSS BRYAN ASSOCIATES, INC. Sheet No. 5 of 6 .
Model P-137-26-90 CONSULTING ENGINEERS Job No. 12 4630
By KTF NASHVILLE, TN Date 5/1/12
CHE~K FOU~DATIONS:
LRFD Load Combinations: 1.2D + 1.6W ASCE 7-05, Section 2.3
Resistance Factors: <Dplain = 0.6 ACI318-08
<D = v 0.75 ACI318-08
<Db= 0.9 ACI318-08
f' = c 2500 psi Pedestal Width = 7.54 ft
Pa = 100 psf/ft Pedestal Length = 3.375 ft
qa = 1500 psf Overburden = 0.25 ft
Total Service Wind Load: p = w 3.37 kips
Total Service Moment at Base: M= 62.65 k-ft
Rectangular Spread Foundation:
Length= 10 ft. Width= 8.33 ft. Depth= 3.2S ft.
Dead Load, P d = 45.45 kips
Overturning Moment, M0 = 76.13 k-ft
Resistive Moment, Mr = 227.25 k-ft MJM0 = 2.98 > 1.5 O.K.
Eccentricity, e = M/P d = 1.38 ft. kern, k = 1.67 ft. e<k
Bearing Pressure, qmax = 996.89 psf < qa = 1500 psf O.K.
Moment in Footing Mu = 115.96 k-ft
Use 7 No. 7 Bars Top and Bottom-Length.
Use 9 No. 7 Bars Top and bottom-Width.
Moment Capacity, <DMn = 662.35 k-ft > M = u 115.96 k-ft O.K.
Check Shear, Vu = 0.55 kips/ft
Shear Capacity, <D*Vu = 32.01 kips/ft > Vu = 0.55 kips/ft O.K.
Block Foundation:
Length= 7.25 ft. Width= 7.25 ft. Depth= 7.25 ft.
Dead Load, P d = 61.31 kips
Overturning Moment, M0 = 89.62 k-ft
Resistive Moment, Mr = 230.40 k-ft MJM0 = 2.57 > 1.5 O.K.
Eccentricity, e = M/P d = 1.02 ft. kern, k = 1.21 ft. e<k
Bearing Pressure, qmax = 1500.00 psf < qa = 1500 psf O.K.
Moment in Footing Mu = 80.81 k-ft No Reinforcing Required -Use Minimum Steel
Use 6 No. 7 Bars Top and Bottom-Each Way.
Moment Capacity, <DMn = 1347.19 k-ft > M = u 80.81 k-ft O.K.
*Shear is checked at a distance of d from the face of the pedestal; however,
d is beyond the edge of the block footing, so the shear check is not applicable.
Project General Motors Retrofit f"b ROSS BRYAN ASSOCIATES, INC.
~ . ~ ~ Model P-137-26-90 CONSULTING ENGINEERS
By i<TF NASHVILLE, TN
CHECK FOUNDATIQNS:
LRFD Load Combinations: 1.2D + 1.6W
Resistance Factors: c:t>=
c:t>=
c:t>=
f' = c 2500 psi
p = a 100 psf/ft
qa = 1500 psf
Total Wind Load:
Total Service Moment at base:
Vertical Slab Foundation:
Length= 2.5
M(top of slab)=
Height to P w• h =
Required Depth, d =
Moment in Footing, Mu =
Use 7 No.
Use 7 No.
Moment Capacity, Cl>Mn =
Circular Caisson Foundation:
No. of Caissons=
M(top of caisson) =
Height to P w, h =
Required Depth, d =
2
Moment in Footing, Mu =
Use 9 No.
0.6
0.75
0.9
Pedestal Width = 7.54
Pedestal Length= 3.375
Overburden = 0.25
Pw = 3.37 kips
M= 62.65 k-ft
ft. Width = 8.33 ft.
65.18 k-ft
19.34 ft.
6.26 ft.
104.29 k-ft
6 Veritcal Bars on Each Face
6 Horizontal Bars on Each Face
364.44 k-ft > M = u
Diameter= 3 ft.
65.18 k-ft
19.34 ft.
10.67 ft.
104.29 k-ft
7 Vertical Bars
Use No. 3 Ties at 14 inches o.c max.
Sheet No. 6 of
Job No. 12 4630
Date 5/1/12
ASCE 7-05, Section 2.3
ACI318-08
ACI318-08
ACI318-08
ft
ft
ft
Depth= 9.5 ft.
IBC 2009, Section 1805.7.2.1
104.29 k-ft O.K.
Depth= 11 ft.
IBC 2009, Section 1805.7.2.1
Moment Capacity, Cl>Mn = 316.29 k-ft > Mu = 104.29 k-ft
6
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Buick GMC Cadillac Sign Family
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A Division of Jim P•tti•on 'ndvllri., Ltd.
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555 Ellesmere Road Tel (416) 759·1111
Fax(416)759-4965 Toronto, Ontario, Canada M1 R 4E8
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The artistic works depicted herein are copyright and are the exclusive
property of Pattison Sign Group and as such cannot be reproduced
In whole or in part without prior written consent.
NOTE: 3 & 4 LINE USE CADILLAC SCRIPT #2
BUICK GMC:: -
1 '-7 1/2" 2'-4 1/4"
1 '-2 1 /2" 1 '-9 1/2"
11 1 /4" 1 '-4 1/2"
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S16
Pattison Sign Group signs illuminated by Fluorescent, Neon and/or HID Lamps
contain Mercury (HG). Dispose of these lamps according to Local, State,
Provincial or Federal Laws.
Vantage II:
Date: 2-NOV-Q9
Design II: 09-1469
Scale: 1/8"=1'-Q"
Sales: A. Hollyoak
Designer: J. Foster
I Rev.#: R4
Date: 11-MAY-10
D Vector Artwork
Required D High Resolution
Image Required
D Final Colours
Required
[I) Conceptual
artwork only
f Electrical Requirements
O nov D 347V
0 0ther __ _
o-volt~gl'! ... ~s tob~ ;;;~&.~
pr'iorto customer l'lpprol'!ll.
Customer Approval
Date