HomeMy WebLinkAboutSDP198400010 Plan - Approved 2022-11-15G E N E R A L CONSTRUCT I O N N 0 T E S
/. ALL EXTERIOR LIGHTING SHALL BE DIRECTED SO AS NOT TO DISTURB
ADJACENT SITES AND STREETS.
2. LANDSCAPE MATERIALS SHALL BE MAINTAINED /N A HEALTHY CONDITION
MATERIALS THAT DIE SHALL BE REPLACED.
3. PAVEMENT SPECS BASE TO BE AGGR. MAT 'L 51ZE 2/ OR 21A
COMPACTED TO A DEPTH OF 6" WITH 1 112" S-4 OR S- 5 AL L 4RE,4o'
4. SEEDING SPECS. SHALL BE OUTLINED AS IN THE SOIL EROSION AND
SEDIMENTATION CONTROL REPORT.
5. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS AT
THE ✓08 SITE AND REPORT ALL INCONSISTANCIES TO THE ENGINEER
AND/OR ARCHI TEC T.
6. THE LOCATION OF EX/STING' UTILITIES ACROSS OR ALONG 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 /N/TIA TIVE LOCATE ALL UNDERGROUND
LINES AND STRUCTURES AS NECESSARY.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING `MISS
UTILITY "(/-800-552-7001 )_
B. NO SLOPE SHALL BE GRADED STEEPER THAN 2.1
9. ALL DISTURBED AREAS WILL BE SEEDED TO SPECS OR OTHERWISE STABILIZED
IM ACCORDANCE WI TH THE REOUIREMENTS OF THE ALBEMARLE COUNTY
SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE. NO AREA DISTURBED
BY THIS CONSTRUCTION SHALL BE LEFT UNSTAB/LIZED FOR A TIME
PERIOD GREATER THAN 60 DAYS.
/0. A 30' x 50 1 GRAVEL PAD SHALL BE MAINTAINED AT THE ENTRANCE TO THE
SITE DURING THE CONSTRUCTION PER/OD TO CLEAN MUD AND DEBRIS FROM
THE TIRES OF DEPARTING VEHICLES.
l/. ALL SIGNS, BUILDINGS AND PLAYGROUND EQUIPMENTS MUST BE BEHIND THE
30'BUILD/N6 SETBACK LINE UNLESS OTHERWISE APPROVED BY THE
COUN7'Y OF AL BEMARL E.
L E G E N D
EX I S T I N G P R 0 P 0 S E 0
C O N T O U R --- 3 5 5---- 35 5
DRAI NAGE PIPE -
S A N. S E W E R - - - - - -
W A T E R L I N E - --
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SECTION AA
K E Y
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61.
S I T E T 0 T A L 81 L AND USE
D AT A
TOTAL 517E AREA 0.7857 ACRE 34, 223
S.F
GROSS FLOOR AREA 2693 S.F.
PARKING SPACES REQUIRED 35 /3/ /,000
SF GFA
PARKING PROVIDED
HANDICAP SPACES 2
9' x / 8' SPACES 39
TO T A L 4 1
CURRENT ZONING P. D. S. C.
PROPOSED ZONING
TOTAL NUMBER OF EXPECTED EMPLOYEES -
TOTAL BOIL DI N6 COVERAGE
75y,
PAVEMENT COVERAGE (including walk)
69 %
OPEN SPACE
24
DEVELOPER BURGER KING CORPORATION
303 FELLOWSHIP ROAD
Mr LAUREL , NEW JERSEY
080 5 •7
OWNER R/VERBENO LIMITED PARTNERSHIP
PROPERTY IS PORTION OF PARCEL 17D ON T M
SHEET 78D D B. 756-551
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C H E D U L E OF LANDSCAPE
MATERIALS
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(to be built in accordance with repuiremec!s
COMMON NAME
SIZE QUA
NT I_TY
BOTA_N ICAL NAME
R
of VDHBT 8 subject to inspection 8
M U G H 0 PINE
3'hei9ht
31
-_�Y25
P I N U S MU GO MUGHUS
cop raIa/ by V D H 8 T J
A N D 0 R R A JUNI PER
I gal.
26
J UNI PERUS HORI ZON TALIS PLUMOSA
SKYLINE HONEY LOCUST
2- 2 1/ 2"c a liper
7
GLEDITSIA TRIA CAN THUS INERMIS
CRANBERRY COTONEASTER
21hei qht
II
COTONE AS TER API CU LA TA
`�_ �!`
--�Exis
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1. B"Snn_Sewer Approx Lacolion
t-`_ -
CANADA HE M L O C K
5'-6' height
3
TSU GA CA NA D E N S 1 S
--___
`___- -
JAPANESE BARBERRY
2• height
37
B E R 8 E R IS T H U N B E R G I I
SITE
BEN C H M A R K
U P R G H T Y E W
3'- 4 height
1 7
TAX U S M E G A H A T F I E L D I I
Fire
Hydrant
__ -
Fire Flow
or Exist. Fire Hydrant
S U G A R M A P L E
2- 2 1/ 2" c a l i per
3
A C E R S A C C H U R U M
T o a
o f V a l v e
2000,
9 p m # 20 psi residual
E le v.
360. 79
C 0 U N T Y OF A LE E M A R L E
P L A N NI N G D E PA R T M E N T
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FROM
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DRAIN. AREA
RUNOFF COEF.
INCREMENT
ACCUM.
INLET TIME
INTENSITY
RUNOFF
D I A
LENGTH
SLOPE
VELOCITY
CAPACITY
P L A >V S C
A L E I/ = 20 r
')
DI - I
DI-2
1.4
0.8
1.12
I. 12
6 min.
6.7 in/hr
7.5 cfs
15"
23
1.52
6.49fas
7.96 cfs
r
DI-2
DI-3
0.066
0.6
0,0704
1.19
6min.
6.7in/hr
797cfs
18"
123
1.14
6.9 fps
11.5 cfs
Contour interval
_ /
a,
DI-3
DI-4
0.59
0.8
047
1.66
6mi n.
6.7 in/hr
11, 12 cfs
18
49
1.63
8.3 fps
12.69 cfs
0
O
r-
DI-4
DI-5
0.09
0.8
0.07
1.73
6mi n.
6.7 in/hr
11. 59 cfs
18"
46
1, 52
8 4 fps
13.8 cfs
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