HomeMy WebLinkAboutSDP199800167 Plan - Approved Major Amendment, Final Site Plan 1999-01-22k.
Berkmar
_
Building g ,Unit
Al !625/1
--
1629
_ i
Crossing Parking
ID # Level
_ CRFirst
625/2 CR
CR
631 CR ;Second
633 CR
. 637 CR
620 CR !First
j- 624 CR I
624 CRI
626 CR !
--
628 CR
630 CR
632 CR
Schedule June 1, 1999
jTotal
Perimeter,
-- - �,
!Gross SF_ - Wall LF Tenant
6006 443 Advantage Chiropractic
T --
lAmy Kirchhoff
!Extreme Sports ,
' 5606 a) 579 Unknown Business
CCI/Suites
(GMAC Mortgage -
---- -.------
---- ---
----
20422 1164 ]Fitness Gallery—
IFreestyle - retail
Freestyle warehouse
I !Rich's Pro Shop
1
-- Monogram Shop
Unknown Business
( Foothill Pools
Net S.F.
622
1250
2578
1140
1701
1180
!
2606
X066 !
1344
— 2464
1660
-1660
2606
4
Use
1 j
-r-
1
3
1
1
1
-
3
2
4
2
--
4
1
3
Parking +
parking
Required
3
6
7
6
9
6
_ 37
7
31
3
25
4
8
7
85
Parking
Provided
72
99
Running
Surplus/
(Deficit)
- _.
_ +35
+49
Calculation
-
Method
1
1
3
1
1
1
E2
--
B
—
—-
3
2
4
F2
2
-
4
1
3
Mutual of Omaha
Page 2
687 CR !First
- - -
689 CR 7
691 CR
693 CR
695 CR j
17568 1138
Craddock Insurance
1272 1
- _
1806 1
IAI-1A6
6
9
6
4
4
3
19
4
6
61 77
D
1
- ----- -
----
----- - ---
Community Chiropractic
1
1E
E2
Nationwide Insurance
1272 1
1
6IM-13
IFI-IF5
F2
PrintSource 1
1658 4
724 1
4
m x
Mutual of Omaha
1
540Uj
697 CR
Accountax
522
3893
725
1272
--
1
1
_
- --
KEY:
675 CR_
673 CR
671 CR
Cavalier Reporting
The Place T
Lincoln Surveying T
KEY.
1
1
1
1
1
+65
1
Occupant
Use
Parking Calulation Method
1 = business/office
1 = 1 space per 200 net square feet
2 = retail
2 = 1 space per 100 net square feet
535
3 = furniture3
= wholesale/warehouse
= 1 space per 400 net square feet
4 = 1 space per 2 employees plus 1 space per 500 sq. ft. open to public (minimum 2 spaces)
---- -
----------------
a) 400 S.F. of second flloor is open to below.
Page 2
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RETAINING WALL PROFILE
NOTES
1. Prior to commencement of any construction within any existing
public right-of-way, including connection to any existing road,
a permit for said construction shall be obtained from the
Virginia Department of Transportation (hereafter abbreviated
V.D.O.T.)
2. All paving and drainage related materials and construction
methods shall conform to current specifications and standards of
V.D.O.T. unless otherwise noted.
3. Erosion and siltation control measures shall be provided in
accordance with the approved erosion control plan and shall be
installed prior to any clearing, grading or other construction.
4. All slopes and disturbed areas are to be fertilized, seeded and
mulched. Maximum allowable fill or cut slope is 2:1. Where
reasonably obtainable lesser slopes of 4:1 or better are to be
achieved.
5. All drainage inlets shall have a 2 -inch local depression.
6. Paved, rip -rap or stabilization mat lined ditch may be required
when in the opinion of the Albemarle County Director of
Engineering, or his designee, it is deemed necessary in order to
stabilize a drainage channel.
7. All traffic control signs shall conform with the Virginia Manual
for Uniform Traffic Control Devices, latest edition.
8. Unless otherwise noted all concrete pipe shall be reinforced
9. All excavation for underground pipe installation must comply
with OSHA Standards for the Construction Industry (29 CFR Part
1926) .
GENERAL WATER E SEWER CONDITIONS
t. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START
OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE
PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE
SHOWN, ARE ONLY APPROXIMATELY CORRECT, THE CONTRACTOR SHALL ON
HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES
AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER
AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE
ALBEMARLE COUNTY SERVICE AUTHORITY ON JAN. 15, 1996.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS
UTILITY" (1-800-552-7001).
S. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF
COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF
PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
AND WATERLINES, ETC.
EACH OUTDOOR LUMINAIRE, INSTALLED AFTER AUGUST 12,
1998, EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE
INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A
DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS,
THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES
ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL
AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF
(1/2) FOOT CANDLE,
THE STORMWATER MANAGEMENT AND BMP REQUIREMENTS ARE TO BE ME7 BY
THE BERKMAR REGIONAL BASIN, TO WHICH THIS SITE WILL MAKE A {PRO RATA
CONTRIBUTION.
EX BUILDING
TAX MAP
PARCELS
Al
6IM-12
IAI-1A6
B
CORO
IBI-IB6
D
61M-12
Mi-IDII
E1
6IM-12
1E
E2
61M-12
1E2&1E3
F1
6IM-13
IFI-IF5
F2
6IM-13
2FI-2F4
s
m x
540Uj
540
535
53�
530W
530
co
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PRO OSED GRADE DOWNHILL FACE co
� A v
Cf) W
(n GO (V (U !CS �
� f Lt[ U i�ri l�f
RETAINING WALL PROFILE
NOTES
1. Prior to commencement of any construction within any existing
public right-of-way, including connection to any existing road,
a permit for said construction shall be obtained from the
Virginia Department of Transportation (hereafter abbreviated
V.D.O.T.)
2. All paving and drainage related materials and construction
methods shall conform to current specifications and standards of
V.D.O.T. unless otherwise noted.
3. Erosion and siltation control measures shall be provided in
accordance with the approved erosion control plan and shall be
installed prior to any clearing, grading or other construction.
4. All slopes and disturbed areas are to be fertilized, seeded and
mulched. Maximum allowable fill or cut slope is 2:1. Where
reasonably obtainable lesser slopes of 4:1 or better are to be
achieved.
5. All drainage inlets shall have a 2 -inch local depression.
6. Paved, rip -rap or stabilization mat lined ditch may be required
when in the opinion of the Albemarle County Director of
Engineering, or his designee, it is deemed necessary in order to
stabilize a drainage channel.
7. All traffic control signs shall conform with the Virginia Manual
for Uniform Traffic Control Devices, latest edition.
8. Unless otherwise noted all concrete pipe shall be reinforced
9. All excavation for underground pipe installation must comply
with OSHA Standards for the Construction Industry (29 CFR Part
1926) .
GENERAL WATER E SEWER CONDITIONS
t. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START
OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE
PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE
SHOWN, ARE ONLY APPROXIMATELY CORRECT, THE CONTRACTOR SHALL ON
HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES
AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER
AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE
ALBEMARLE COUNTY SERVICE AUTHORITY ON JAN. 15, 1996.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS
UTILITY" (1-800-552-7001).
S. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF
COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF
PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
AND WATERLINES, ETC.
EACH OUTDOOR LUMINAIRE, INSTALLED AFTER AUGUST 12,
1998, EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE
INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A
DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS,
THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES
ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL
AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF
(1/2) FOOT CANDLE,
THE STORMWATER MANAGEMENT AND BMP REQUIREMENTS ARE TO BE ME7 BY
THE BERKMAR REGIONAL BASIN, TO WHICH THIS SITE WILL MAKE A {PRO RATA
CONTRIBUTION.
EX BUILDING
TAX MAP
PARCELS
Al
6IM-12
IAI-1A6
B
6IM-12
IBI-IB6
D
61M-12
Mi-IDII
E1
6IM-12
1E
E2
61M-12
1E2&1E3
F1
6IM-13
IFI-IF5
F2
6IM-13
2FI-2F4
s
m x
RETAINING WALL PROFILE
NOTES
1. Prior to commencement of any construction within any existing
public right-of-way, including connection to any existing road,
a permit for said construction shall be obtained from the
Virginia Department of Transportation (hereafter abbreviated
V.D.O.T.)
2. All paving and drainage related materials and construction
methods shall conform to current specifications and standards of
V.D.O.T. unless otherwise noted.
3. Erosion and siltation control measures shall be provided in
accordance with the approved erosion control plan and shall be
installed prior to any clearing, grading or other construction.
4. All slopes and disturbed areas are to be fertilized, seeded and
mulched. Maximum allowable fill or cut slope is 2:1. Where
reasonably obtainable lesser slopes of 4:1 or better are to be
achieved.
5. All drainage inlets shall have a 2 -inch local depression.
6. Paved, rip -rap or stabilization mat lined ditch may be required
when in the opinion of the Albemarle County Director of
Engineering, or his designee, it is deemed necessary in order to
stabilize a drainage channel.
7. All traffic control signs shall conform with the Virginia Manual
for Uniform Traffic Control Devices, latest edition.
8. Unless otherwise noted all concrete pipe shall be reinforced
9. All excavation for underground pipe installation must comply
with OSHA Standards for the Construction Industry (29 CFR Part
1926) .
GENERAL WATER E SEWER CONDITIONS
t. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START
OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE
PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE
SHOWN, ARE ONLY APPROXIMATELY CORRECT, THE CONTRACTOR SHALL ON
HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES
AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER
AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE
ALBEMARLE COUNTY SERVICE AUTHORITY ON JAN. 15, 1996.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS
UTILITY" (1-800-552-7001).
S. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF
COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF
PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
AND WATERLINES, ETC.
EACH OUTDOOR LUMINAIRE, INSTALLED AFTER AUGUST 12,
1998, EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE
INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A
DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS,
THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES
ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL
AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF
(1/2) FOOT CANDLE,
THE STORMWATER MANAGEMENT AND BMP REQUIREMENTS ARE TO BE ME7 BY
THE BERKMAR REGIONAL BASIN, TO WHICH THIS SITE WILL MAKE A {PRO RATA
CONTRIBUTION.
EX BUILDING
TAX MAP
PARCELS
Al
6IM-12
IAI-1A6
B
6IM-12
IBI-IB6
D
61M-12
Mi-IDII
E1
6IM-12
1E
E2
61M-12
1E2&1E3
F1
6IM-13
IFI-IF5
F2
6IM-13
2FI-2F4
NOTE: CHANGES TO THE DEVELOPMENT THAT ARE PROPOSED ON THIS PLAN IS THE DEVELOPMENT OF PARCEL C.
J
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W. THOMAS MUNCASTER, JR.
CERT. NO. 16242 of
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LUMINAIRE o A -
KSF1-250M R3 HS
CAD SYMBOL SRD2.SYM
CAD SYMBOL SIZE 4
FILENAME : D:\PHOTOM-S\LITHONIA\MONARCH\MONARCH\POSTTOPS\KSF\99021701.IES
LUMENS = 20000
LLP = 79
SPIN = 0
IESNA91
[TEST] 1193021701
[MANUFACI LITHONIA ARCHITECTURAL OUTDOOR
{LUMCA,T] KSF2 250M R3 -HS
[LUMINAIRE] TYPE 3 , SHORT , CUTOFF WITH HOUSESIDE SHIELD
CLANPCAT] M250/U -
[LAMP] 250 WATT METAL HALIDE
'OTHER
IVerslan: 10/1/96 - 12;00:00
TILT -NONE
LAMPS = 1 LUMENS/LAMP = 20000 PHOTOMETRIC TYPE = 1 WATTS 235
LUMINOUS DIMENSIONS (FEET) :WIDTH 1.4 LENGTH - 1,4 HEIGHT = 0
FACTORS : MULTIPLIER = 20 BALLAST I BALLAST -LAMP = I
NUMBER OF VERTICAL ANGLES 29 0 TO 90 DEGREES
NUMBER OF HORIZONTAL ANGLES = 21 0 TO 19Q DEGREES
LUMINAIRE : A2
------------------------
-
EXISTING TYPE ATWIN Q 160 -
>>> THIS LUMINAIRE IS A GROUP <<<
GROUP IS COMPOSED OF THE FOLLOWING;
LABEL : A
LOCATION RELATIVE TO GROUP LOCATION:
X -2000122 Y = .2200003 Z = 0
ORIENTATION - 0
TILT = 0
LABEL A
LOCATION RELATIVE TO GROUP LOCATION:
X 2000122 Y= 0 Z= 0
ORIENTATION = 180
TILT 0
Z
0,05
BERKKiAR CROSSING BUILDING "C"
0,04
F9
-J
--�----_---
Z
b
PLANE ; 1
rrr�jj
�-
BERKMAR.AGI
0,00
POINT SPACING LEFT-TO-RIGHT = 10 -Ft
TlJ
LUMINAIRE LOCATION SUMMARY
,Q
-
POINT SPACING TOP -TO -BOTTOM = 10 f t
I`
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COORDINATES-------
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LOWER L E E T H A N D CORNER O F PLANE
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AIMING COORDINATES
- X =_894. 9 `4 Y = -257, 7 Z = 0
NO, LABEL X-COORD Y-COORD Z-COORD ORIENT TILT
-----
-------
----- -------------------------------------------------------------
X Y - Z -
1
UPPER R I G H T H A N D CORNER O F PLANE
1 A -784,29 -225.2 20 89
2 A -678,65 --223,26 20 09
0
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- X =-576,73 �/ _ - 4 Z = 0
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3 A -625,65 -134,59 20 175
4 A2 -849,37 -172,39 20 0
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LIGHT METER I S NORMAL T O PLANE
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5 A2 -914,04 -77,11 20 270
0
-814.0 -77.11 0
A: TOTAL NUMBER OF LOCATIONS = 3
A V E R A G E f C = 9 C
A2; TOTAL NUMBER OF LOCATIONS = 2
O
MAXIMUM f c = 5,54
AVERAGE TILTED LAMP CORRECTION FACTOR APPLIED =
1
MINIMUM f C = 0
AVERAGE/MINIMUM = 0
1
MAXIMUM/MINIMUM = 0
TOTAL NUMBER OF POINTS = 499
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OBSTRUCTIVE SHAPE ; BCD
------------------------------
HEIGHT = 35
N
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TRANSMITTANCE = ,3
REFERENCE POINT;
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