HomeMy WebLinkAboutSDP200500142 Plan - Approved 2006-05-17GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT--Or"-WAY,
INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAIND.FROM
. THE VIRGINIA DEPARTMENT OF TRANSPORATION (VOOT). THIS PLAN . AS DRA l Mi;Y
NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY
DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION MijHeDS
SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.J,.
UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED.I;�
.ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALT
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCt
4. ALL SLOPES.AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDEL
MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2: 1, WHERE ti : 4"i `,NABLY
OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVEI:).
5. PAVED OR RIP RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OP':11011 OF THE.
DIRECTOR OF ENGINEERING, OR HIS DESIGNEES, IT IS.. DEEMED NECI-IS'A4Y. IN
ORDER TO STABILIZE A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL' CONFORM WITH THE VIRGINIA Mhhl!t.' FOR
UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED.
CONCRETE PIPE CLASS III.
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPU'ha:TH OSHA
STANDARDS FOR.THE CONSTRUCTION INDUSTRY ( 29.CFR'PART 1926 ).
9.. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CHECK ALL.DIMENSIO11S.- ECTE
CONDITIONS, FINAL GRADING AND"FIELD LAYOUT ON THIS PROJECT AND REPORT ALL
INCONSISTANCIES TO THE ENGINEER, SURVEYOR, ARCHITECT - AND OWNER. SHOIL.D
THE CONTRACTOR FAIL TO COMPLY WITH THE ABOVE HE WILL ASSUME TOTAL
RESPONSIBILITY FOR ANY ERRORS AND INCONSISTANCIES. ;
10. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARES ONTO PI)OLIC ROADS
AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHi�._L NOT..
EXCEED ONE HALF (1/2) FOOT CANDLE.
11. ALL SERVICE: UTILITIES ARE TO BE PLACED UNDERGROUND.
12. IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N-12 CORRUGATED POLYIlYLENE
PIPE MAY BE: USED IN CONJUNCTION WITH BEDDING TYPE PB-1.
13. ALL CONSTRUCTION AND.MATERIALS SHALL COMPLY WITH THE STATE BUILDING �i,DDE
IN EFFECT AT THE TIME OF CONSTRUCTION.
14. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE;
INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A DEICORATIVE LUM:°TAIRE
WITH FULL CUTOFF OPTICS.
WATER AND SEWER .GENERAL FLAN NOTES
1.WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SER .X1,
AUTHORITY ]INSPECTORS. THE CONTRACTOR.WILL BE RESPONSIBLE FUFt
NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE STAR'a'F WORK.
2.THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OFTHE
PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND -WHERE
SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON—IIS
OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS
NECESSARY.
3.ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURREN`t EITION
OF GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOFED BY
THE ALBEMARLE COUNTY SERVICE AUTHORITY.
4.DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL. GEODETIC SIVEY.
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTIL]Y "
( 1 600 552 7G01 ) .
6.ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF
COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF
PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
AND WATERLINES, FTC.
7.ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED.OUT.SIDE OI
ROADSIDE DITCHES.
BIVALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE:
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE
GENERAL EROSION AND SEDIMENT CONTROL N"�TES
1.UNLESS OTHERWISE INDICATED, ALL.VEGETATIVE AND STRUCTURAL E#=:TON AND
SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAIITh:';ACCORDING
TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE. VIRGINIA ER+:1, "N AND
SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625•.+::1-0
EROSION AND SEDIMENT CONTROL REGULATIONS.
2.THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRI'CR O THE PRE -
CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMEN—t LAND
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO.THE FINAL INSPE137"A.
3.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PI0R TO OR AS
THE FIRST STEP IN CLEARING.
4.A COPY OF.THE APPROVED EROSION AND SEDIMENT CONTROL*.PLA SHAIABE
MAINTAINED ON THE SITE AT ALL TIMES.
5.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHEITHAN
INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-ITE BORROW OR
WASTE AREAS,), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EFUION'CONTROL
PLAN TO THE: OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROV:3 AUTHORITY.'
6.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITI:(AL. EROSION
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTAT'N AS
7.ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTRGIMEASURES AT
ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE I.VELOPMENT UNTIL
FINAL STABILIZATION IS ACHIEVED.
O.DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN AFROVED
FILTERING DEVICE.
9.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PI~:ODICALLY AND
AFTER EACH iRUNOFF—PRODUCING RAINFALL EVENT. ANY NECESSARY RE;kIRS OR
CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL)EVICES SHALL
BE MADE IMMEDIATELY.
FINAL'SITE. DEVELOPMENT PLAI�
JACK 'JOUETT mamwamAC`34 I STE RIAL -DISTRICT
ALBEMARLE0 U NTY, VI RG I N IA
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CREEK v?JEFFERSON TONNE
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7/ ICIN it i MAP SCALE i 1" : 2j000
OWNER / DEVELOPER
CHARLOTTESVILLE LAND TRUST
C/O CHARLES WM HURT
PO BOX 8147
CHARLOTTESVILLE, VIRGINIA 22906
TOTAL SITE AREA : 1.339 ACRES 58,313 S.F.
PRESENT ZONING : Cl COMMERCIAL
PROPOSED USE : OFFICE
PARKING SCHEDULE : 1 SPACE PER 200 S.F. NET
LOT A PARKING REQUIRED: PER DEPUTY ZONING ADMINISTRATOR = 16
PARKING PROVIDED = 18
LOT B PARKING REQUIRED: 3, 762., S.F. (TOTAL BLDG. AREA) x 80% / 200 = 15
PARKING PROVIDED = 17
LOT C PARKING REQUIRED: 6,792 S.F. (TOTAL BLDG. AREA — BASEMENT) x 80% / 200 = 27
PARKING PROVIDED = 30
TOTAL PARKING REQUIRED 58 SPACES AND 1 LOADING SPACE
TOTAL PARKING PROVIDED 65 SPACES AND 2. LOADING SPACES
TOTAL BUILDING COVERAGE 8,957 S.F. 15.4%
TOTAL IMPERVIOUS COVERAGE 30,300 S.F. 52.0%
.TOTAL OPEN SPACE: 19,037 S.F. 32.6%
BOUNDARY SURVEY BY : B. AUBREY HUf=FMAIN G ASSOCIATES, LLC �P�-Im UP L
AERIAL TOPOGRAPHY BY : LOUISA AERIAL SURVEY INC.
MAXIMUM NUMBER OF EMPLOYEES 2B U.
�?,
c I 1 7
W. THOMAS MUNC STE ,
ci CERT. NO. 16242 Q
WILDING OFFICIAL
41/RESCUE DIVISION
lSEMARLE COUNTY SERVICE AUTHORITY
.l �..-'� Q�NIER ( CURRENT DEVELOPMENT)
ENGINEER ( CURRENT DEVELOPMENT)
0
VIRGINIA DEPARTMENT OF TRANSPORTATION
SHEET INDEX
RECEIVED
AUG 1, 7.2006
1 UNI I Y DEVELOPMENT
SHEET 1 COVER SHEET
SFIEET 2 SITE PLAN
SHEET 3 LANDSCAPE PLAN
SHEET 4 UTILITIES PROFILE STORM DRAIN, SAN. SEWER
SHEET 5 LIGHTING PLAN
SHEET 7 RETAINING WALL DETAILS
SHEET 8 RETAINING WALL PLAN AND ELEVATIONS
(CIVIL ENGINEERING LAND SURVEYING LAND PLANNING
CHARLOTTESVILLE, VIRGINIA
SHEET 1 OF 8
C DELTAS RADIUS TANGENT ARC CHARD BEARING CHORD
C1 10°3146 565.00' 52.06' 103.83' N49°18'37"E 103.69'
C2 93 °57 52 35.00 37.51' 57.40' S78°26'34"E 51.18' JUNE 1 3, 2005
C3 3°47'51" :360.00' 26.51' 57.00' S33°28'56"E 56.99'
C4 5'00'.18" 1360.00' 45.11' 90.14' S38°23'01"E 90,09'
C5 8 °08' 17" :360,00' 61. 18' 122. 15' S45'27' 19"E . 122.05REVISIONS
C6 90°00'54" 25.00' 25,01' 39.28' SO4°31'27"E 35..36'
C7 11°49'53" 690.00, 71.50' 142.48' S46°23'3q"W 142.23'
JO STAFF COMMENTS OF PLANNER'S LETTER DATED JULY 7, 2005 7-18-05
1 \
10 SUBMITTAL OF FINAL TENTATIVE PLAN 11-28-05
JO ENGINEERING DEPT. COMMENTS OF JANUARY 17 LETTER
ACSA COMMENTS OF FEBRUARY 1 LETTER 2-14-06
- - - - - - - - - - -- -
JO ACSA COMMENTS OF FEB.16 MEETING 2-20-06
IN
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SAP 61 W pAd -5. - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ JO ENGINEERING DEPT. COMMENTS OF MARCH 28 LETTER 3-29-06
__----- - �OUNT1� OF
-____--_-__ -___ - - - - - - -- _ -- .___ _ _ - \ , ALBEMARLE \ _ _ - \
-_-�1�---_-_�� ���__���______^___`� `�----I -- \� \ JD PLANNING DEPT. COMMENTS OF JANUARY 25 LETTER 4-28-06
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^ � :.. � :; .:, • x •'� _ �, A X 16 ' 1 t CERT . NO. 16242
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wi SAN. SEWE CQ \ \ WATERLINE/ { CFW. CABLE V /
FIBE�IAPTIC CABLE LINE �- ESE NT ; .;.a':•: 1 C3 ::; r Z\ EASEMNi° \ 69 75' s �` ' AU�GZ
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Fr--NBRIER RIVE
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/
PLAN PREPARE® BY
B. AUBREY HUFFMAN AND ASSOCIATES, LLCw
CIVIL ENGINEERING LAND SURVEYING LAND PLANNING
CHARI.OTTESVILLE, VIRGINIA
ROUTE: 866 ,____-----
STATE -------
' SCALE:
I I I � SARM
60 ' R/W 20SIGNAL
EXIST, FIRE Hy SIGNAL POLE
ALL STORM DRAINAGE MAHOLE STRUCTURES TO UTILIZE INLET SHAPING FIRE FLOW DRANT
AS PER VDOT S•CANDARO, IS-1, ROAD & BRIDGE STANDARDS, VOLUME 1. 2226 9pm @ 20 psi r
esidual
S I %inm DRAINAGE STRUCTURES
NO.
TYPE
L
TOP INLET
WIN
INW.OUT
1
ES-1
485.0
2
51-3A
501.95 491.00
486.0
3
DI-38
6
500.95
493.00
492.90
4
DI-3A
500.14
494.10
494.00
5
DI-1
500.00
495.50
6
MH
504.50 498.00
494. 75,494. 90
494.65
7
MH
507.10
498.10
498.00
8
DI-1
504.30
500.20
9
DI-3A
505.02
496.00
495.90
10
DI-313
A
503.12
497.10
497.00
11
DI-38
10
504.01
499.51
12
EXIST.
DI-38
507.68
504.72
503.23
13
EXIST.
DI-3B
507.90
505.27
SANITARY SEWER STRUUTURE
KEY TOP W. OUT
A 507.00 503.00
v
SHEET 2 OF 6
SCHEDULE OF LANDSCAPE
MATERIALS
CANOPY
COMPUTATIONS
MAXIMUM AMOUNT OF PAVED PARKING AND
VEHICULAR CIRCULATION AREA = 26,100 S.F.
BOTANICAL &
HEIGHT AT
TOTAL HEIGHT
TOTAL WIDTH
AREA OF
'26, 100 S. F. x 6%.= 1,305 S.F. REQUIRED FOR INTERIOR LANDSCAPING
KEY
MIN. CALIPER
1,600 S.F. PROVIDED FOR INTERIOR LANDSCAPING..
COMMON NAME
PLANTING
IN 101 YEARS
INiOYEARS
CANOPY
STREET TREES REQUIRED = 10
STREET TREES PROVIDED = 11
ACER RUBRUM
2 1/2" CAL.
RED MAPLE
13
33
8.25
53 S. F.
:iITE IS CURRENTLY COVERED WITH DECIDUOUS
HARDWOOD TREES OF VARIOUS TYPES AND SIZES
ae BLACK LOCUST, PARADISE TREE, MAPLE AND
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OUERCUS PHELLOS
NO EXISTING VEGETATION ON THE SITE IS TO
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13
33
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419 S.F.
13E PRESERVED
WILLOW OAK
CERCIS CANADENSIS
8
7
EASTERN REDbUD 7 17 12.5 124 S.F. 6
CORNUS FLORIDIA
FLOWERING DOGWOOD 7 17 12.5 124 S.F.
ILEX CORNUTA "BURFORDII NANA"
DWARF BURFORD HOLLY 2. 10 8.5 57 S.F. 21
&I
TAX MAP 61VI PARCEL 03-5'
COUNTY. OF ALBEMARLE
ZONED : -Cl. COMMERCIAL
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GREENE
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LANDSCAPE STATE ROUTE 866
PLAN PREPARE® BY 60)' R/W
AUBREY -HUFFMAN AND ASSOCIATES, LLCl,
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TOTAL AREA
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2. 933 S.F.
744 S.F.
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1.596 S.F.
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SHEET 4 OF 8
LUMINAIRE
SCHEDULE
Symbol
Label
Oty Catalog Number
Description
Lamp File Lumens LLF Watts
LITHONIA KAD
AREA LIGHT WITH HIGH ONE 400-WATT CLEAR
❑
OA-1
3 400M SR4SC TB-
PERFORMANCE SR4SC
ED-28 METAL HALIDE, ltl9477.ies 32000 1.00 462
c
SIOD04 LPI DDB
OPTICS, CLEAR FLAT
HORIZONTAL POSITION.
M13UNTED ON
GLASS.
SSP-20-4.0-11-
DIM 10-BEZ
LITHONIA KAD
AREA LIGHT WITH HIGH
ONE 400-WATT CLEAR
❑
OB-1
3 400M SR3 TB-
PERFORMANCE SR3
ED-28 METAL HALIDE, ltl9476.ies 32000 1.00 462
a
SIPD04-LPI-DDB
OPTICS, CLEAR FLAT
HORIZONTAL POSITION,
MOUNTED ON
GLASS.
S3P-20-4.0-11-
DIA10 BEZ
ALL FIXTURES ARE DARK SKIES AND IES CLASIFIED "DARK SKIES" WITH FULL CUTOFF AND FLAT HORIZONTAL LENS.
ALL CALCULATIONS ARE ON THE GROUND AND ARE INITIAL USING A 1.00 LLF I IV
LUMINAIRE
LOCATIONS
No.
Label
Location
X Y
MH
Orientation
Tilt
1
OA-1
281.8
346.0
20.0
90.0
0.0
2
06-1
535.9
383.5
20.0
-90.0
0.0
3
06-1
373.5
402.1
20.0
0.0
0.0
4
06-1
482.9
403.5
20.0
0.0
0.0
5
OA-1
598.6
446.1
2Q,0
180.9
0.0
6
OA-1
278,2
392.8
20.0
90.0
0.0
SURFACE
SCHEDULE
Reflectances
Name
Front
Back
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
LOT A
5%
5%
LOT B
5%
5%
LOT C
5%
5%
SIGHTING PI -AN
COMMONWEALTH
TAX
JACK
JOUETT
ALBEMARLE
GREENBRIER
6"iW(3)
PARCEL
MAGISTERIAL
BOUNTY; VIRG-NIP
CENTER
03 6A
DISTRICT
B1, AUBRE ATES)
CIVIL ENGINEERING LAND SURVEYING LAND PLANNING
CHARLOTTESVILLE, VIRGINIA
TAX MAP 61W PARCEL 03 3
V ANDER LINDE HOMES I C'
10,0 b.0 b,0 b.0 b.o 0.1) 1 b.o
ZONED R15 RESIIlENTI
S35°38'35"E S35°38'35"E APARTMEN S
o ` - 35°38'35"E MAX, HEIGHT 13' SENT USE
b.o� b.° b.o b.o b.o 2 b.3 b,4 b. 57,c }s b.2 b.2 PRESENT
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,SL-L] ).0 0
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24' TR AISLE In 03 o:`P ••:: ;.:..... :''': Q
0 L 10' X 10' DUMPSTER PAD 03 o
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OB-
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OA-1-6 :. w Fq
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80.0' '0.0
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Q v, TWO STORY BUILDIN .:gib b.5 0 ¢ 16.4 �J.1 4. 2.6 �A �yTTH BASEMENT ING .o b.0 b.0 .0 b.o
a ''' BASEMENT HEIGHT 35
1 *1.
a i WITH HEIGHT 35' MAX,BLDG, ' a' s':.:
5.6 $.4.4 b- '.' ': b. MAX, BLDG, FF 506,30 ::3 : w o E�DG, HEIGHT 35' 0 0
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.o OA-1-1 70,0' �, w 80,0' 2
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U
b,1 b. } +4.4 +2.8 11. b. .3 b.1 b.0 b.0 10.0 10.0 b.0 b.0 b.0 b.0 b.0 b.0 b.1 ti''2:. +1.6 +1.E> +1.5 +.0 .5 b.4 1D.3 1010 .0 b.0 b.0 1).0 b.0 b.0 b.0 10.0 b.0 b.o
1 1 12' X Z�,
1 ,0
b.1 b.6 .3 2
i2 +1.7 +L1 ,PADT, ,9PACEb, b,1 b.1 b.0 b.0 b.0 0.0 b.0 b.0 b.0 b.0 b.o b.1 b.2 b.3 b.6 b.e b, .5b.4 b.3 b.2 b.1 b.1 b,0 '0.0 b.o b.0 b.0 b.0 b.0 b.o b. b.o .0
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.1
b. b.3 b. 1b.6
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2 cj
4
3
/
b.1 b,2 13.22 b.3
STATISTICS
Description
Symbol Avg
Max Min Max/Min
Avg/Min
COMMONWEALTH
GREENBRIER CENTER
+ 1.6 fc
12.8 fc 0.0 fc IN / A
N / A
PROPERTY LINE
+ 0.1 fc
0.5 fc 0.0 fc N / A
N / A
6 9,7 5' o
7
b3 .o bb.b.o b.o b.o b.1 b.b. b.2 2 b.b.b, b.o '0.0 b.o o° b.b b.3 b.2 b.1 b.o b.0
1 30' COMMERCIAL CG-1. ENTRANCE
b 3 2 b,1 b.1 b, b.0 b_ 0 _ b.0 b.0 b.0 0 b.0 b.0
4
.2
ER DRI
STATE ROUTE 8(�G
GRAPHIC SCALE 1"=20'
0 20 40 60
LIGHTING PLAN & COMPUTATIONS PREPARED BY:
ILLUMINATION CONCEPTS & SALES
404 WEST CLAY STREET
RICHMOND, VIRGINIA 23230
TEL . 804--358-2300
FAX 504--356--2575
ECEIVED
(JIG -11 7 2 136
JN DEVELOPMENT
SHEET F n7 R
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DELTA
RADIUS.
TANGENT
ARC
CHORD BEARING
CHORD
C1
10-31-46"
565.00'
52.06'
103.83'
N49°18'37"E
103:69'
C2
93°57'52"
35.00'
37.51'
57.40'
S78°26'34"E
51.18'
C3
3°47'51"
860.00'
28.51'
57.00'
S33'28'56"E
56.99'
C4
6 °00 ' 18 "
8Ei0. 00 '
45. 11 '
90. 14 '
S38 °23 ' 01 " E
. 90., .09 '
C5
8*06'17"
860,00'
61.16'
122.15-
S45°27'19"E
122.05'
C6
90°00'54"
. 25.00'
25.01'
39.28'
SO4°31'27"E
35.36'
C71
11°49'53"
630.00'
71.50'
142.48'
S46°23'30"W
7142.23'
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TOTAL DISTURBED AREA ® 1.6 ACRES AFTER THE SEDIMENT TRAP AND SEDIMENT BARRIERS HAVE BEEN CONSTRUCTED AS A FIRST
SOIL TYPE : UDORTHENTS LOAMY STEP IN GRADING; THE FOLLOWING SEQUENCE MUST TAKE PLACE .BEFORE ANY OTHER SITE
EXISTING VEGETATION : AREA IS PRESENTLY COVERED WITH.DENSE GRASSES, WEEDS GRADING OR CONSTRUCTION CAN PROCEED
AND UNDERBRUSH OF VARIOUS KINDS. THE DECIDUOUS HARDWOOD TREES MAINLY 1) INSTALL PIPE FROM STRUCTURE NO.2 TO STRUCTURE.NO.1
CONSISTS OF MAPLE, OAK, BLACK LOCUST AND PARADISE TREES. 2) INSTALL MANHOLE SECTIONS OF STRUCTURE: NO.2, STRUCTURE 2 MANHOLE SECTIONS
THE EXPORTING OF WASTE MATERIALS AND IMPORTING OF FILL MATERIALS TO BE NEED TO BE INSTALLED AT A LEVEL WHERE. AT LEAST 2' OF -STORAGE SPACE IS
TRANSPORTED TO AND FROM A SITE THAT HAS A CURRENT APPROVED SOIL EROSION AVAILABLE AROUND THE MANHOLE TO PROVIDE A TEMPORARY SEDIMENT STORAGE
PLAN WITH A,CURRENT BOND. AREA WHILE THE SITE IS BEING DEVELOPED.
THE DEVELOPER SHALL RESERVE THE RIGHT TO. INSTALL, MAINTAIN, REMOVE AND/OR 3) INSTALL PIPES AND MANHOLES TO STRUCTURES NO. 6. NO.7 AND NO.12
CONVENT TO PERMANERT_STORMWATER MANAGEMENT FACILITIES ( WHERE APPLICABLE) 4) CONSTRUCT. THE RETAINING WALL.
,ALL;Ef�OSION\CONTROL MEA.�URES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE 5) ADJUST THE HEIGHT. OF THE MANHOLE SECTIONS OF STRUCTURE NO.2 AS THE WALL
OFANY\ ---J AND BACKFILL DIRT ARE BEING COMPACTED AND CONSTRUCTED
I I I t\ \ \ lit I ---------------~- ��
I l t
I It It 480
I i I t 1 �\ 1 t I\I`.\ - _--. - - - -- ---- ---_ - ` TA���AP 61W PAR_1' --__ ___ - - _ __---_
Y,`-_______________ _ -=--OUNTY� OF ALBEMARLE - -- _ -- `\\-
1 \ _ . \
-----= G4€�]-�_�1 COMMERCk' --_J
---------------- ` _ 1~ SE-N-T--zf,_ REGIONAZ --- -'- /-------------------- --'�
b�fiEf�TI BA -
OVEMRMER28, 2005
REVISIONS
JO
ENGINEERING DEPT. COMMENTS OF JANUARY 17 LETTER
ACSA COMMENTS OF FEBRUARY 1 LETTER
2-14-06
JD
ACSA COMMENTS OF FEB.16 MEETING
2-20-06
JD
ENGINEERING DEPT. COMMENTS OF MARCH 28 LETTER
3-29-06
JD
PLANNING DEPT. COMMENTS OF JANUARY 25 LETTER
4-28-06
RECEIVEE�
-- ---- - -- ------------------- ''--------------
_ --
_
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INING WALL , . _ . I I i 11 .
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O �"` 2 7-
cn _ ' 3d' COMMERCIAL C - t - /
w 1 �Z �� 11 ENTRANCE
420'+ SIGH -DISTANCE
-GRAD""
t Z cv 12, AVAILADL-E
nDn1i. tican e m m 500'+---_,�
�.1 GR� � t H-.�--T= SIGHT DISTAP4LtE
! t AVAILABLE / '
yl,e unK . Taps ante nave eizin9 cn > aS a
(� C OpNS�R, Meter eleDmPletgQtOre far meter J "Grnbr-l-9" a j S - _•r''_- N ' �J /
TT,,AA'`'. of �� Of PIa e unt�I to ACSA S /i 3 c� XIST ..SAN. MH �(r ,�, I ,_._-1 S r EXIST / /a / / ' /
Ll`•4 / /� be madrodeSY i n OTOP 5(07.252 T �, I -_S g:, gAN,�EWER Q w ,'/' / /�
been P F +�
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t SAN S I rn \ \ cr ,
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3- \\\ t\\ WATERZ.INE \\ a ; 1\0� II r S // / Q
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I`T �\ I EXIST. DI ' / `\ /slue
----- - - - - ---- - - - - SITE / ► I
510
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/ / I `• / / _ - - / I / TOP K / Q
_ �/ I �, i �' ,'\ \ �,----------- _ _ ---------_-_- ___ _ ELEU' M NHdL.E 11 II
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I \\ \ INv.ovT 4 51 \ - - ------ --- -------- --- ---- - - / 'NV' 51 31 U� coN B I
R V E
GREE CONSTRUCTION ENTRANCE A MINIMUM WATER TAP OF 1 INCH MUST BE INSTALLED WITH A MINIMUM �> --
'
ZE
i INCH BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF '� ,_--- - - - -.
----
NCHE
AEQUAT
WAS
WATR
UST BE
ED
' STATE ROUTE 866 AWAAYIFROMSTHERENTRANCEETO®ANTAPPROVEDSSETTLINGHAREAETOMREMOVE SEDIMENT. /
CNSANT CARR_-----
,-'' ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES SIGNAL ARM
60 " R/W OR WATER COURSES.
EXIST. FIRE SIGNAL POLE
FIRE FLOW HYDRANT
ALL.STORM DRAINAGE MAHOLE STRUCTURES TO UTILIZE INLET SHAPING A ..2226 gpm @
0 2
AS PER VDOT ST,4NDARD, IS-1, ROAD & BRIDGE STANDARDS, VOLUME 1. 0 ps1 residual
sOmL EROS"'10IN STORM DRAINAGE STRUCTURES
SANITARY SEINER STRUCTURE
SEE STORM DRAINAGE COMPUTATIONS HANDBOOK FOR ADDITIONAL DETAILS ON FILTERRA SYSTEM NO.. TYPE L TOP INLET INV.IN INV.OUTKEY1 Es-1 485.0 TOP IIW. OUT
2 DlI-3A 501.95 491.00 486.0 A 507.00 503.00
3 DI-36 6 500.95 493.00 492.90 FILTERRA ..INTERNAL FILTERRA
PLAN PREPARED BY P, TH of 4 D)I-3A 500.14 494.10 494.00 STRUCTURE, L X W (FT) DRAINAGE
5 DI-1 500.00 495.50 ID DIMENSIONS AREA (AC)
�o 6 HH 504.50 498.00 494.75, 494 ..90 494.65
b. AUBRt:y HUFFMAN AND OCIATE LLCm 7 HH 507.10 498.10 498.00
!W. THOMAS MUNCASTER, JR. 8 DI-1 504.30 500.20 11A 6 X 4 0: 139
IVIL Oi EERIN SURVEYING LAND PLANNING �� CERT. N0. 16242 _� 9 DI-3A 505.02 496.00 495.90 10A B X 4 0.214
10 DII-38 4 503.12 497.10 497.00 9A 6 X 4 0.123
CH
ARL0 ESVILLE, VIROINIA CFO `�� 11 CAI-3B 10 504.01 499.51 2A 6 X 4 0.153
AgOFESSI�NP� 12 EXIST. DI-:38 507.68 504.72 503.23 3A 8 X 4 0.201
13 EXIST. DI-3B 507.90 505.,27 4A 6 X 4 0.087
SHEET 6 OF 8,
SECTION C
c
w (
OR 18.1 Vert 2 Edge
4•�
4 a 9°0 Vert
05aIs" mariz
�mz. 05 a IV
N
C
rn
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B,bC'9 H 9 3p aye •+ �'�fS ~lwf. dgao-ta�awms.
4 9 IS." Vert 2
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91Vert E
is" �z
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#4 2 W 'Vert Q Edge
2
V
VIEW
SECTION E
W Vert 0 Edg&
#5 @ 18' Horfz
VILW K
Aft
fial
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,47 S 7.1 Vt 0 Edge
#5@1F
SECTION B
VIEW L
of i
i
axa
�..�.„....w..s--.C"""^°e`"a"^"';v �..._..,........W.,'r...a..,....�.u......a.......m,._..-......_..Y.........�.....,_.......-•--.m,-o.-..-a...,_.°�A .. a _.._Y...�a,r.. °dq o �.,...w...�...,_......,---o--._"e_-'"•y a yu---""'-^-�'^----^'"ii'-".—y._....�..�._,....�.._..._�....� ._,,,.,_.
"�
aam °saa ma oa °° ma �Va me +3e° .e 9vs a° alma s° <m °°= oa a° nH ao�a,�,a yya :V aa�a°m ama�°am ya oo a"°o 0 o maji ma m, ms4 <a met' as ° ° 0 9a om aso ado Na y° a ed o soma °a_ mama a�m�a e� v� °� my. 65 a '60 y i
N. T. S.
SHEET 7 OF 8
ECTION F
#5 @ 18' F
#5@18'
w
4 2 1' Verse
RECEIVED
COMMUNITY DEVELOPMENT
SECTION A
SECTION G
RETAINING WALL DETAILS
FOR
COMMONWEALTH-GREENBRIER CENTER
ALBEMARLE COUNTY, VIRGINIA
B. AUBREY HUFFMAN,ENGINEER
CHARLOTTESVILLE,VIRGINIA
OCTOBER, 2005
VIEW H
t
VIEW J
VIEW K
VIEW L
G
0"ECEIVED
COMMUNITY DEVELOPMENT
RETAINING WALL
U�AUBREY WJFMAN
LIC. NO. 13" PLAN AND ELEVAT T DN
B. AUBREY HUFFMANL , ENGINEER
CHARLOTTESVILLE, VIRGINIA
OCTOBER, 2005
SHEET 8 OF 8