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GENERAL
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PLAN
NOTES
I. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY
SERVICE AUTHORITY INSPECTORS. THECONTRACITOR WILL BE
RESPONSIBLE FOR NOT/FY/N G THE PROPER SERVICE AUTHORITY
OFFIC I AL S A T THE START OF WORK.
2. THE LOCATION OF EXISTING UTIL ITIES ACROSS OR ALONG THE LINE
OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS
AND WHERE SHOWN ARE ON Y APPROXIMATEL Y CORRECT: THE CONTRACTOR
SHALL ON HIS OWN INITIATIVE LOCA TE ALL UNDERGROUND LINES
AND STRUCTURES AS NECESSARY.
3 ALL MATER/ALS AND CONSTRUCTION SHALL COMPLYWIrH GENERAL
WATER AND SEWER CONSTRUCTION SPECTFICATIOn,%, AS ADOPTED BY
THE ALBEMARLE COUNTY SERVICE AUTHORITY ON ✓ANUARY 20,1983,
AS AMENDED DECEMBER 20, 1984.
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HIGHY:AY FEDERAL AID SHEET
FLATEE 1 -SINGLE PLAN AND PROFILE -L iNEE & DoT
'7r"TE7L FDYW
SITE TOTALS & LAND USE
DATA
TOTAL SITE AREA: /0.0000 ACRES 435, 600 S.F
ez,RRENT ZONING: HC PROPOSED ZONING HC
COMMON NAME
CURRIN7 USE VACANT PROPOSED USE:
QUANTITY
TOT -14. NUMBER OF E,'I,CTED EMPLOYEES 5C
TO T.AL BUILDING COVERAGE 44,772 S.F
10.3%
PAVEMENT CO VERAGE 268, 500 s'. F.
o"/. 6
OPEN SPACE /22 ,328S,F,
28. /
DEVELOPER : C.RTER MYERS
36
FO BOX TS.
CHESTER, VIRGINIA 2383/
.
.
604 - 748- 646/
CUSTOMER PARKING PROVIDED //8
SUGAR MAPLE
SERV/CE " /85
12
EMPLOYEE " " 50
'
CAR DISPLAY " " 3/3
I' caliper
TOTAL 666 SPACES
R
GENERAL CONSTRUCTION NOTES DRAINAGE CALCULATIONS DRAINAGE STRUCTURES
FROM TO DRAIN. AREA RUNOFF COEF. INCREMENT ACCUM. INLET TI RAE INTENSITY RUNOFF CIA. LENGTH SLOPE CAPACITY N0. TYPE L TOP INV. INLET
WORK SHALL BE SUBJECT TO INSPECT/ON BY ALBEMARLE COUNTY SERV/CE AUTHOR/TY I 2 0.2 0.9 0.18 0.18 7. 5 min. 6.3 in/hr I. I cfs 12"RCP 136 8.28% 10.2 cfs n I DI 30 8 496.50 492.50
/N SPEC TORS, 7HE CONTRACTOR WILL BE RESPONSIBLE FOR Nor/FYING THE PROPER SER VICE 0.8 1.36 I. 36 9.5 min. 5,8 ,1
AUTHOR/TY OFF/C/AGS AT THE START OF {PORK. 2A 2 1.7 m in/hr 7.9 cite IS 54 6% 8.3 cis + DI 30 6 489,50 483.14
2.THE LOCATION OF EX/STING UTILITIES ACROSS OR ALONG T EL/NEOF THE PROPOSED WORK 2 3 0.06 0. 9 0.54 1.59 9. 5.8 in/hr 9.2 c` 15" 271 2. 1 % 9.5
ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROX/MATELY 3 4 0.5 0. 9 0.49 2.08 9. 5 nni ,. 5.8 J 2A D1 38 18 408.00 4 84.00
CORRECT. THE CONTRACTOR SHALL ON HIS OWN IN/T/AT/VE LOCATE ALL UNDERGROUND in in/hr 12.0 cfs 18 250 3.2 % 19.9 cfs
0.63 2.71 9.5 m 5.8 'n/hr 16.2 ci fs '� 3 DI 3A 481.50 47].50
L/,NES AND STRUCTURES AS NECESSARY. 4 5 0 7 0 9 min 15.7 cfs 24 100 0.5
3. ALL MATER/ALS AND CONSTRUCT/ON SHALL COMPLY WITH GENERAL WATER AND SEWER 0.6 0.6 6 6.7 i,/ hr 4.0 cfs 12 252 2.7 % J 4 01 3A 474.00 469. 50
SA 5 0.7 0.85 5.9 cfs
CONSTRUCT/ON SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERV/CE 0.72 0.72 6 min J 5 DI 3A 478.30 464.30 474.80 469.00
15 17 0.9 0.9 6.7 in/hr 4.8 cfs 12 68 3.16% F,.4 cfs :] SA DI 3A 485.50 4 81 .50
AUTHORITY ON DECEMBER 20, 1984. ml n.
4. THE
CONTRACTOR SHALL BE RE NS/BLE FOR NOT/FY/NG "M/SS UT/L/TY 16 17 0.4 0.9 0.36 0.36 6 m1n 6.7 In/ hr 2.4 cfs 12 155 0.74 % 3,1 cfs 6 DI 36 8 484.00 477.8 0
! !-600-552-700/i. 17 7 0.1 0.9 0.09 1.2 6 6.7 in/ hr B.O cfs 12 IIB 5.81 % 8.5 cfs \
5 1.04 1.04 6.5 min, 6 6 v 7 DI 36 6 493.50 488.50
12 13 1. 3 0.8 in/ hr 6. 9 cis 15 66 1.55 % 8 cfs
6. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND COND/T/ONS AT THE JOS SITE AND n 8 D I 3B 8 48 4.0 0 478. 22
REPORT ALL INCONS/STANC/ES TO THE ENG/NEER ANDIOR ARCHITECT. 13 14 0.5 0.9 0.45 1 49 6.5 m n 6.6 in/ hr 9.8 cfs 15 1 8 3.09 % 12. cfs \
7. LANDSCAPE MATER/ALS SHALL BE MAINTAINED INA HEA L THY CONDI TION MATERIALS THAT 0.27 1.76 6.5 m 6. 6 in/ hr 11.6 cite 18 186 1.4 % 9 DI 3A 484.00 478.67
14 18 0.3 0.9 12.6 cfs
DIF SHALL BE REPLACED. 18 19 0.2 0.9 0 18 1.94 6. 5 min. 6. 6 in/ hr 12.8 cite 18 165 I. 6 % 13 5efs I1 DI 3A 483.50 479.50
8. SEED/NG SPECS. SHALL BE OUTLINED AS /N THE SOIL EROS/ON ANO SED/MENTAT/ON 36 2.3 6.5 mi.. 6. 6 hr 15.2 cfs 18 45 7.11% 28 cfs II DI 1 489.00 485.00
CONTROL REPORT. _ 1B 7 0'4 0.9 0 1n m/ / =� 12 DI I 502.50 500.00
S. ALL D/STURBED AREAS WILL BE SEEDED TO SPECS. OR OTHERWISE STABILIZED /N ACCORDANCE 7 6 0.03 0.9 0.03 2.33 6.5 m 6. 6 in/ hr 15.4 cfs IB" 140 7.64 % 29 cfs \
W/TH THE REOUIREMENTS OF THE ALBEMARLE COUNTY SOIL EROS/ON AND SEDIMENTATION in. J 13 DI 1 502. 50 498.98
CONTROL ORDINANCE. NO AREA DISTURBED BY THIS CONSTRUCT/ON SHALL BELEFT II 9 0.7 0.85 0.6 0.6 6 m n 6. lin/hr 4.4 cfs 12 52 1.4% 7.4 cfs / X114 DI I 5010 50 497.94
UN,STABIL/ZED FOR A TIME PER/OD GREATER THAN 60 DAYS. 10 9 Q.8 0.85 0.68 0.68 7 6. 4 in/ hr 4.4 cfs 12 52 1.4 % 4.5 cite _
/O
A30',5 0' GRAVEL PAO SHALL BE MAIN TA/NEO AT THE ENTRANCE TO THE S/TE DURING THE 9 8 0. 6 0.85 O. 51 1.79 7 m i n. 6. 4 3 I S D 3 B 2- 5 0 1 . 5 0 497. 5 0
in/hr 11.5 cfs I5 13 3.5 % 12.1 cfs � l \
CONS T'RUC71ON PERIOD TO CLEAN MUD AND DEBRIS FROM THE TIRES OF DEPART/NG VEHICLES. 0,9 0.09 1.88 7 min. 6.4 \ c� I6 DI 3A 500. 50 495.50
/L ALL EXTERIOR LIGHT/NG SHALL BE DIRECTED SO AS Nor TO DISTURB ADJACENT SITES 8 6 0.1 m n in/hr 2- 0 cite 2 30 14 45 f,, / /
,] 17 DI 3A 500. 50 495.35
° / / \\ \ - 300 ,0 494.34
AND STREETS. 6 5 001 0 9 063 422 7 m". U 4 in/hr 2'0 c`. P6 220 4 6% 52 cfs ^
/2. NO SLOPE SHALL BE GRADED STEEPER THAN 2: 1 3 Out 0.8 0 85 068 7 61 7 6 4 h/ h, 48.7 cfs 50 0.6 % 52 cfs I l \ -_RU J 491 70
)3. PAVEMENT SPECS.: PARKING LOT BASE TO BE AGGR. MAr'L. SIZE 2/ ORRIA COMPACTED I \ \ V WITGATES DRAINAGENSTRU'00CTURES TO BE INSTALLED
TO A DEPTH OF 6 " SURFACED W/ rH / I/2 " OF S- 4 OR S-5. I
/4 AREA BETWEEN PHASE ONE A PHASE TWO BUILDINGS 70 BE TEMPORAR/LY PAVED AS WITH PHASE ONE CONSTRUCT/ON
A PART JF PHASE ONE. MINIMUM 6" BASE , PR/ME B SEAL. L l - _ \ \ THE DETENTION POND CONSTRUCT/ON /S INCLUDED /N
PHASE ONE,
TAX MAP 45 PARCEL /73
PRESTON SrALL INGS
... D. B. 7/0-/82
ZONED: R-6
9 90
/ +le
f�
(0 2\ \ 4
I _
O TAX MAP 45 PARCEL /0/
(1 ELLA BOWLES ANDERSON
•C D. B. 543 - 476
ZONED: C -/All v
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TAX MAP 95 PARCEL /O/ A
W. WALLACE HATCHER
/ Da. 71,e-3zs I t I I / % / / / l \ \ �\ \/3:,.2�
ZONED: C-/
TAX MAP 45 PARCEL / 08
RICHARD H. DEBUTTS, e!. a/
D. B. 427 - 406
ZONED: HC
Service/l❑ ," �� I I 1 I \ � I \
/
MAP 45 PARCEL /02i / / � � 503 �
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1 1 I 'O. GOODE LOVE '/ / / 'F 51 ca
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1111
TAX MAP 45 PARCEL /03
MELON LAND TRUST
D. B. 611-369I6 /
ZONED: C- 1 I✓ / / // i TAX MAP 45 PARCEL /05 N I�IIII S / / - I" T _ e PI " \ �'
'W. WALLACE HATCHER /
D B 834 465
So, G
7'ZONE D :AHC' I ! / / 2 .. II!
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12 "RLP
TAr MAP 45 PARCEL /06
STAR PIC REAL r JOINT
470 \ R F 24"RCP 470 VE'N T U RE 24
D. B. 572-432
�I ZONED: HC
M so 1 s 'VDHBT srd. gees \ VOH BLT sId /' I lr
h / j6, RCP
end sec fill
460 460
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460
end section /
450
Top 468.46 Prapased Ground
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RCP l SBL eEWateLinP/an
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SPIXe 1n Power Pa
450e
Inv. 455.58 \ \ =_7-' _==-_=t L=-� I.I / 3 SITE BENCHMARlK
-�� -_ !%' S• R 0 U T E 29 E1/1/.24"W.L. Elev. 491.71
D E T A I L B \ I I NEIL
NOR/Z. / "_ /O' VERT. / "_ /O' -/
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"ALBEMARLE SQUARE
SHOPPING CENTER"
Sheet No. !SITE PLAN S HOW I N G
'Nff A L
C (0 L '.0
of, I
`OF CHARLOTTESVILLE
CrfARL0 T T E S V I L L E MA GIS TER IAL DISTRICT
Sleets aAL- 8 E M A R L E C O U N T Y V I R G I N I A
PLAN SCALE /'f= 50'
contour interval = 2 r
B. AUBREY HUFFM-AN a ASSOC. LTD.
CIVIL ENGINEERING,LAND SURVEYING and LAND PLANNING
G H.4 R L O T T E S V i L L E. VIRGIN ]A
SCHEDULE OF
LAN D>_CAP E
MAT ERI ALS
KEY
COMMON NAME
SIZE
QUANTITY
BOTANICAL NAME
8hee: fOS i .:. '
p' a o. e.0 _
n of oet- - PLAN
mu •ria of p p•.
-Co'u to quantit'ae ahwn ar b ¢ed an a 6'- pipe.
I +trier s@e 3r h/pe of papa b sed Avantifie¢: are to be
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BRADFORD PEAR
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36
PYRUS CALL ER YANA
711
.
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110 I IN _
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SUGAR MAPLE
II/2"caliper
12
ACER SACCHARUM
'
WHITE PINE
I' caliper
64
PINUS STROBUS
4
RED JAPANESE BARBERRY
12" height
100
SERBERIS THUNBERGII
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NOTES - -
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All o .rete I. ba Class A3 if cost in place. For precast see
8hee: fOS i .:. '
p' a o. e.0 _
n of oet- - PLAN
mu •ria of p p•.
-Co'u to quantit'ae ahwn ar b ¢ed an a 6'- pipe.
I +trier s@e 3r h/pe of papa b sed Avantifie¢: are to be
aala: ted ...dww -
"' - -
,- COO W wUo meet ¢Meld o1 ootta6rid of p D t¢ to be indaded
H prlk , bid for pipe.,
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1111. -it:m maY'be praeeet ae 3.4 Mi plAca. '
711
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Ota e "� " N� I� swrarq CY da BiWL�wM
110 I IN _
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.SECTION A -A
STANDARD SPRING BOX
VIRGINIA DEPARTMENT.
f.
110.01 HIGHWAYS: AINO ,TRAN$PORUlTIOIN
NOTE: FOOT/NGS MUST BE PLACED Oil' SO/L WH/CH HAVE A
MIN/MUM BEARING CAPACITY OF 20001bs/5efl. /F
SOIL DOES NOT MEET THE BEFORE MENTIONED SPEC/F/CAT/ONS
PILINGS MUST BE PLACED AT EACH CORNEROF THE FOOT/NGS.
I I i I I I I
B/dg
---------------�-------------
500 500
i
/
490
r 490
, Exrs/ Sprrnv
/ 1]
Pipe
/ lran Wafer Line
Ducfrle B Ditch Qe; ai
490 seddfnv 480
470 1 1 1 1 1
Of0 /r0 2r0
HOR/Z. / "= 50' VERT /"_ TO
PARKING ISLAND DETAIL
/ 5'
40' Foce - Face
rl erd. CG -6 S/d d'6 6
\ BASE TO BE AGGR MATERIAL SIZE 2/ OR 2/4
COMPACTED TO 8" SURFACED N'/rH PR/ME B
DOUBLE SEAL OR ///2"OF S4 OR S-5
MA Y 2, 1986
REVISIONS
E/ 21,11 29sb/'I dece/ero fill /a. e�
f
Sid c6- 6
1 470
3f 0
Nu\f
LP<S`Pyt\ rDivISku
I /2'
29
n'"DUCTILE IRON
WATER LINE PIPE
No 5 STONE
BEDDING a DITCH DETAIL
hit.