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/ a,. - -'-hr� .._ - ,ef 1 '
1JN err- , °'fir.” "
I ,', ,� ��” .K. R D -- GRAPHIC SCALE
.a•w•.,, . �.* �, „...w,e.,a-- ,'•-^'” «r„�.r.�,°r «,.,+ `- :a,.".,,r r.",..,•.s....°:.;a.- o,«.+.s•.,e+-w.,. ,�,.r..o:.b,_,,,,�,.,n-.a✓+„ . ,o°.e.,a,r...,a,..m•...n....r «s r'..,a?`"1^ _r•+....a,__ -' , r,,,*• r,.,,. d.. „.,.a�,..s «,r..�*.J..- ,�.a..t. , ,.d- ✓`.e`-^„»,„ - /'.,'+.,+,,.^°'°o' w �_ Y,ete
,, 0 R m.
Ji , °, -- .) 11 f (40€ O.
”.
'' �_ ._._.��_ __� ._.______.�, __� _ -- _____ �.� ____ F 4r' C Nr 11, ^`, `' ♦ 60 ;30 60 120 240
PH, r; „Rjt -. 4 r n'Vr IASPHI, V r;�?e�Ve� v.. ti. r>» E ,., �, 0 r)q
�� ,_I. G7aYr �`'`_ Ri
, r
T632�£ x3.4' . � ♦ ( IN FEET)
M,Ml`= aF,. n � 1 inch = ft. 60
Land Use: Residential Zoning: R -2
LEGEND
W_
DESCRIPTION
WATER LINE (EX. / PROP.)
- --- --- -- ----
BOUNDARY/ RIGHT -OF -WAY LINE
WV's
WMO
WATER VALVE / METER
1. F.
IRON PIN FOUND
101
FHA ` -1),
FIRE HYDRANT
I.S.
IRON PIN SET
QUADRUPLE 6" DOGWOOD
YH-0-
YARD HYDRANT
---------- - - - - --
SETBACK LINE
53
BOA a
BLOW -OFF ASSEMBLY
-- - -- --------------- --
EASEMENT LIMITS
SS
54
SANITARY SEWER LINE (EX./ PROP.)
- -- - -- ---
CENTERLINE
5
CO o
CLEANOUT
—670
CONTOUR LINE (EX. / PROP.)
16" MAPLE
MH•-
MANHOLE
E-3:-I-- E- 2.509
DEGREE/ DIRECTION OF SLOPE
SD
o
STORM LINE (EX. / PROP.)
479.70 -
SPOT ELEVATION
DI':::::::__ "�j..
STORM INLET
HP
HIGH POINT
DOUBLE 6" PINE
YD 0
YARD DRAIN
LP
LOW POINT
9
DSo
DOWNSPOUT
- -`•- •••- •••- °`•- ••• -°°°-
DITCH /SWALE
G
10
GAS LINE (EX. / PROP.)
-°--- `= ••`= •`•-- °-- `= `•`- `•`::::=
WATER COURSE
GV::)
GMO
GAS VALVE/ METER
BM+
BENCHMARK
OHE
111
OVERHEAD ELECTRIC (EX. / PROP.)
CG -2
VDOT STD. HEADER CURB
UGE
18" GUM
UNDERGROUND ELECTRIC (EX. / PROP.)
CG -6
VDOT STD. CURB & GUTTER
12" LOCUST
63
12" CHERRY
CG -12
VDOT STD. HANDICAP RAMP
14
PP)..:
POWER POLE
HC
HANDICAP PARKING SYMBOL
18" MAPLE
LP' %
LIGHT POLE
DIP
DUCTILE IRON PIPE
115
GUY f,,
GUY WIRE
RCP
REINFORCED CONCRETE PIPE
18" GUM
EM o
ELECTRIC METER
CMP
CORRUGATED METAL PIPE
67
0
TRANSFORMER
PVC
POLYVINYLCH LORI DE PIPE
OHT
68
OVERHEAD COMMUNICATIONS (EX. / PROP.)
HDPE
HIGH - DENSITY POLYETHYLINE PIPE
UGT
18" CHERRY
UNDERGROUND COMMUNICATIONS (EX. / PROP.)
VC
VITRIFIED CLAY PIPE
22" CHERRY
PED ❑
UTILITY PEDESTAL
FIFE
FINISHED FLOOR ELEVATION
SWM / DWM o
/�
SINGLE /DOUBLE WATER METER
TBR
TO BE REMOVED
71
10" LOCUST
121
TBT
TO BE TRANSPLANTED
8" PINE
GV M
GATE VALVE
TBS
TO BE SAVED
23
BOA o
BLOW OFF ASSEMBLY
DOUBLE 4" DOGWOOD
123
EXISTING CONDITIONS
STANDARDS AND SPECIFICATIONS
1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, LATEST EDITION.
2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, LATEST EDITION.
3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA
EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION.
4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION.
5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS.
6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND
EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, LATEST EDITION.
7. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD, DATED 2003.
8. SOIL SURVEY OF ALBEMARLE COUNTY, DEPARTMENT OF USDA; DATED 2003.
TREE LEGEND
NO
DESCRIPTION
NO.
DESCRIPTION
NO.
DESCRIPTION
1
12" OAK
51
DOUBLE 12" GUM
101
TRIPLE 10" MAPLE
2
15" OAK
52
QUADRUPLE 6" DOGWOOD
102
18" MAPLE
3
12" OAK
53
30" OAK
103
14" CHERRY
4
24" OAK
54
27" OAK
104
20" SYCAMORE
5
24" OAK
55
18" GUM
105
16" MAPLE
6
" PEAR
56
30" OAK
106
17" MAPLE
7
3" DOGWOOD
57
12" GUM
107
DOUBLE 24" MAPLE
8
DOUBLE 6" PINE
58
18" GUM
108
20" CHERRY
9
DOUBLE 8" CHERRY
59
DOUBLE 12" GUM
109
17" MAPLE
10
16" OAK
60
12" GUM
110
13" CHERRY
11
10" LOCUST
61
18" GUM
111
20" MAPLE
12
10" LOCUST
62
18" GUM
112
20" CHERRY
13
12" LOCUST
63
12" CHERRY
113
22" MAPLE
14
12" LOCUST
64
26" MAPLE
114
18" MAPLE
15
15" CHERRY
65
15" GUM
115
14" CHERRY
16
15" CHERRY
66
18" GUM
116
14" CHERRY
17
1$" CHERRY
67
27" MAPLE
117
15" MAPLE
18
18" CHERRY
68
18" GUM
118
15" MAPLE
19
18" CHERRY
69
12" MAPLE
119
22" CHERRY
20
16" LOCUST
70
10" LOCUST
120
18" MAPLE
21
18" LOCUST
71
10" LOCUST
121
14" MAPLE
22
8" PINE
72
12" LOCUST
122
QUINTUPLE 22" MAPLE
23
10" PINE
73
DOUBLE 4" DOGWOOD
123
16" MAPLE
24
10" PINE
74
20" CHERRY
124
15" MAPLE
25
10" PINE
75
12" CHERRY
125
TRIPLE 12" MAPLE
26
12" PINE
76
12" CHERRY
126
14" MAPLE
27
22" OAK
77
10" CHERRY
127
12" CHERRY
28
40" OAK
78
6" DOGWOOD
128
12" CHERRY
29
12" OAK
79
8" DOGWOOD
129
17" PINE
30
18" OAK
80
10" CHERRY
130
14" PINE
31
18" CHERRY
81
18" CHERRY
131
DOUBLE 12" MAPLE
32
18" OAK
82
18" CHERRY
132
15" PINE
33
18" OAK
83
18" CHERRY
133
15" MAPLE
34
20" OAK
84
DOUBLE 5" DOGWOOD
134
12" GUM
35
20" OAK
85
30" CHERRY
135
13" GUM
36
16" ASH
86
28" CHERRY
136
12" MAPLE
37
18" ASH
87
15" GUM
137
TRIPLE 15" POPLAR
38
18" CHERRY
88
14" CHERRY
138
20" MAPLE
39
18" CHERRY
89
10" CHERRY
139
22" MAPLE
40
13" CHERRY
90
SEXTUPLE 15" ASH
140
QUADRUPLE 15" MAPLE
41
16" CHERRY
91
DOUBLE 6" DOGWOOD
141
20" POPLAR
42
DOUBLE 10" CEDAR
92
8" MAPLE
142
23" MAPLE
43
DOUBLE 12" GUM
93
10" MAPLE
143
13" POPLAR
44
20" GUM
94
18" MAPLE
144
12" TREE
45
SEXTUPLE 4" DOGWOOD
95
8" DOGWOOD
145
15" MAPLE
46
20" PINE
96
22" CHERRY
146
16" GUM
47
18" MAPLE
97
TRIPLE 9" CHERRY
147
16" GUM
48
28" OAK
98
13" CHERRY
148
16" GUM
49
40" OAK
99
MAPLE
149
16" GUM
50
DOUBLE 15" GUM
100
114"
18" OAK
150
12" POPLAR
151
24" CHERRY
VICINITY MAP
1"= 1000'
SHEET INDEX
SHEET 2
SHEET 3
POOL DOME PLAN
POOL DOME DETAILS
REVISIONS
REV DATE DESCRIPTION SHEETS REVISED
PROJECT DATA:
PROPERTY OWNER: CLAUDIUS CROZET PARK, INC.
BOX 171
CROZET VA 22932
(T) 434 - 978 -1766; CONTACT: ERIC AMTMANN
TAX MAP/ PARCEL #: 56A2 -01 -72 & 72A
MAGISTERIAL DISTRICT: WHITE HALL
PROPERTY ADDRESS: 1075 CLAUDIUS CROZET PARK
CROZET, VA 22932
PROPERTY SIZE: 22.396 ACRES
CURRENT ZONING: RURAL AREAS WITH SPECIAL USE PERMIT SP -95 -43
PROFFERS: SEE ALBEMARLE COUNTY PLANNING DEPARTMENT LETTER FOR
APPROVED SPECIAL USE PERMIT SP- 95 -43.
DRINKING WATER WATERSHED: SOUTH RIVANNA RESERVOIR
SURVEY SOURCES:
DATUM:
LAND USE BREAKDOWN:
MAX. BUILDING HEIGHT
LIGHTING:
KIRK HUGHES & ASSOCIATES LAND SURVEYORS AND PLANNERS
220 EAST HIGH STREET
CHALOTTESVILLE, VA 22902
VERTICAL DATUM: THE TEMPORARY BENCHMARK IS A NAIL SET IN
UTILITY POLE AS SHOWN ON THE DRAWINGS. ASSUMED ELEVATIO1
500.00
HORIZONTAL DATUM: MAGNETIC NORTH AS SHOWN ON A PLAT OF
MCNAIR AND ASSOCIATES DATED AUGUST 24, 1958, AND RECORE
D.B. 343, PG. 382A.
LAND -USE (POST DEV.)
11
SF
AC
BUILDINGS
11 141 I,499
0 33
ASPHALT /GONG PAVING.
'' ' ' 91,949
'
211
jGRAVEL PAVING
._ .1111..
4,50__ 0
0 10
POOL /P OND
4, , 01,1 656
0 93
-. .
PERVIOUS OPEN AREA
823,958
18.92
.TOTAL SITI I ACREAGE
975,562
22 396
,,. ,,1..111, .
35'
Community Building
3,448 SF @ 1 Space /75 SF Assembly Area
84
NO NEW EXTERIOR LIGHTING IS CURRENTLY PROPOSED WITH THIf
PLAN AMENDMENT
PARKING DATA: (FROM APPROVED SDP 2002 - 00051)
*A PARKING REDUCTION BASED ON COOPERATIVE PARKING WAS GRANTED BY THE PLANNING CC
APPROVALS
PLANNING /ZONING
ENGINEER
BUILDING OFFICIAL
ACSA
VDOT
REQUIRED
FACILITY
BASIS FOR CALCULATION
PARKING SPACE:
Baseball Fields A, B, & C
3 Fields @ 20 Spaces /Field
60
Swimming Pool
4,838 SF Water Surface Main Pool @ 1/125 SF
39
Horesehoe Pits
12 Pits @ 2 Spaces /Pit
24
Soccer Field
1 Field @ 24 Spaces /Field
24
RECREATION SUBTOTAL: 147
Community Building
3,448 SF @ 1 Space /75 SF Assembly Area
46
Pavilions A & B
4,811 SF @ 1 Space/75 SF
64
BUILDING SUBTOTAL: 110
TOTAL PARKING SPACES: 257
10% REDUCTION(26) FOR "'URBAN PARK" 231
*A PARKING REDUCTION BASED ON COOPERATIVE PARKING WAS GRANTED BY THE PLANNING CC
APPROVALS
PLANNING /ZONING
ENGINEER
BUILDING OFFICIAL
ACSA
VDOT
GENERAL NOTES:
PERMORMANCE AND QUALITATIVE STANDARDS
1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND/ OR INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN
CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON
THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS.
2. CALL MISS UTILITY (1- 800 - 552 -7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER
FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON- EXISTENCE OF CERTAIN
UNDERGROUND FEATURES.
3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE/ ATTEND ALL REQUIRED PRE - CONSTRUCTION MEETINGS. THE
CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING
DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES.
4. THE CONTRACTOR SHALL ENSURE THAT HIS / HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER TRADES ON -SITE.
5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY
CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE
CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
6.
7. THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ON THESE PLANS. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. PRIOR TO
STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF
BUILDINGS ON SITE.
8. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY,
BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND
OMISSIONS BEFORE PROCEEDING WITH THE WORK.
9. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING
THE WORK, AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON -SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE
BUILDINGS, NOR IS HE/ SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO
MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND
TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING
CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
10. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE. ALSO, THE CONTRACTOR SHALL
INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES THAT CAN LOGISTICALLY BE PLACED BEFORE GRADING COMMENCES.
11. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF
SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION
OF SERVICE.
12. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE
NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR.
13. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO
STORING OR USING EXPLOSIVES ON -SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY
COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS.
14. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN, AS DRAWN, MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
15. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE - CONSTRUCTION CONFERENCE.
16. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY.
17. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE.
18. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND INASMUCH AS IS POSSIBLE SHALL BE INSTALLED
PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL
AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE
EROSION CONTROL BOND.
19. ALL SLOPES AND DISTURBED AREAS ARE TO FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAL :VERTICAL). WHERE REASONABLY OBTAINABLE,
LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL SLOPES GREATER THAN 3:1 SHALL BE MATTED WITH VDOT EC -2 SLOPE STABILIZATION MAT.
20. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE
CHANNEL.
21. ALL PAVING AND DRAINAGE - RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL
MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE APPROVED BY ENGINEER.
22. FOR SPECIFICS REGARDING ASPHALT AND CONCRETE PAVING REFER TO DETAILS.
23. FOR SPECIFICS REGARDING SPECIALTY PAVING REFER TO DETAILS.
24. ALL CURBING SHALL BE VDOT STANDARD CG -2, UNLESS OTHERWISE NOTED. ALL PARKING SPACES MARKED "HC" ARE TO BE DESIGNATED FOR HANDICAP PARKING VIA THE USE OF SIGNS
AND PAINT SYMBOLS. THEY ARE TO BE 8'X 18' AND ADJACENT TO A 5'X 18' PAINT -OUT AISLE. ALL VAN ACCESSIBLE SPACES SHALL BE 11' X 18' AND ADJACENT TO 5'X 18' PAINT -OUT AISLE.
25. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 41.
26. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES.
27. PARKING TO BE 9'x 18'x 24' OR 10'x 18'x 20'. PARKING STALLS MAY BE REDUCED TO 16' WHERE A GRASS OVERHANG IS POSSIBLE.
28. PARALLEL PARKING SPACES TO BE 9'x 20' WITH A 20' MINIMUM AISLE WIDTH.
29. LOADING SPACES TO BE 12'x 25' WITH A 24' MINIMUM AISLE WIDTH.
30. ONE -WAY AISLES SHALL HAVE A MINIMUM WIDTH OF 12'.
31. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION.
32. DUMPSTER PADS TO BE 10'x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING, TOTAL DEPTH IS 18'.
33. DUMPSTER PADS TO BE A MINIMUM OF 4" STONE BASE AND 6" CONCRETE OF 4000 PSI AT 28 DAYS, OR STRONGER, REINFORCED WITH A MINIMUM GRID OF #4 BARS AT 12" ON CENTER, OR
STRONGER.
34. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, WITH A 4" CONCRETE SURFACE (3000 PSI AT 28 DAYS, OR STRONGER), 4" 21 -A STONE BASE, WITH UNDERDRAINS (UD -4, ETC.)
PER VDOT STANDARDS.
35. ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3 UNLESS OTHERWISE
NOTED. ALL HDPE PIPE SHALL BE ADS N -12 OR EQUAL W /VDOT STANDARD PB -1 BEDDING. ALL PVC CONDUIT SHALL BE SCHEDULE 40.
36. ALL ROOF DRAINS, UNLESS OTHERWISED NOTED, ARE TO BE DIRECTED TO PROPOSED PAVED SURFACES SO THAT RUN -OFF CAN BE DIRECTED TO STORMWATER QUALITY FEATURES PRIOR TO
ENTRY INTO THE PROPOSED STORM SEWERAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR TYING ALL ROOF LEADERS INTO A MEANS OF TRANSITION INTO THE SITE STORM
SEWERAGE PROGRAM.
37. ALL WATERLINE IS TO BE CLASS 52 D.I.P UNLESS OTHERWISE SPECIFIED. ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER TUBING AS A MINIMUM.
38. ALL SANITARY SEWER LATERALS TO BE OF SCHEDULE 40 PVC AS A MINIMUM.
39. ELECTRIC, TELEPHONE AND OTHER CABLED UTILITIES SHALL BE BROUGHT TO THE SITE VIA A SINGLE TRENCH WHENEVER POSSIBLE. ANY REQUIRED CONCRETE UTILITY PADS SHALL BE
CONSTRUCTED BY THE CONTRACTOR, WHO SHALL COORDINATE WITH UTILITY PROVIDERS TO ENSURE PROPER SIZE, NUMBER AND PLACEMENT OF ASSOCIATED CONDUIT.
ALBEMARLE COUNTY SERVICE AUTHORITY NOTES:
1. WORK SHALL BE SUBJECT TO INSPECTION BY THE 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 THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE
COUNTY SERVICE AUTHORITY.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1 -800- 552 - 7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE
HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO
SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY /COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION CHECKLIST.
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES:
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE
VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY
DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT 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.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR 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.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
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