HomeMy WebLinkAboutSDP200800155 Letter of Revision Letter of Revision 1 2011-02-24Lg,
F / GINX
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902 -4596
Phone(434)296 -5832 Fax(434)972 -4126
February 24, 2011
Julia Skare
Draper Aden Associates
700 Harris Street
Suite E
Charlottesville, VA 22903
RE: LOR# _ for SDP - _ 2008 _ -_ Restoration of Montalto Main House
Tax Map /Parcel Number 07700 -00 -00 -03100
Dear Ms. Skare,
This letter is to approve as a Letter of Revision for the elimination of the path as shown on the attached
exhibits and described in your letter dated February 23, 2011, to the above referenced site plan. This is
the (1") Letter of Revision for this site. A total of three (3) Letters of Revision are allowed before all
changes to the plan are required to be submitted in the form of a site plan amendment.
Since
William D. Fritz, AICP
Chief of Current Development
Attachments: Letter of Request
Site Plan Change
k Draper Aden Associates
V Euinrrr'u {. .1tn'rruri h.rru:umrr ?.k•"inr.
700 Itarris StFCCt, Suite L
C harlottes\ ille. irgini.t 22
43.3) 295- 11700 • i a\: (43-,4) {1 IUD
w\\.claa.clmt
February 23, 2011
Mr. Bill Fritz
County of Albemarle
401 McIntire Road
Charlottesville, VA 22902
RE: Restoration of Montalto -Main House
Draper Aden Associates Project No.: CVO4110 -15/31
Dear Mr. Fritz:
Draper Aden Associates, as agent for Thomas Jefferson Foundation, requests
approval of this letter revision. Exhibit I indicates that the highlighted lines for the "path"
were shown on the "Site Layout and Utility Plan C2.1 ", Exhibit 2 shows the same area on the
Layout Plan L1.10" that does not show or call for a path in that area. Exhibit 3 is a revised
Site Layout and Utility Plan C2.1 without the "path" lines. Exhibit 2 and 3 also have the
proposed pedestrian path highlighted.
We respectfully request your approval of the corrected site plan — Exhibit 3. As
indicated in previous e- snails and discussions, this path was not intended to be the access path
from the parking lot nor intended to be constructed. As you can see, the brick path from the
north end of the parking lot was shown and labeled on Exhibit 2, "Layout Plan L 1.10 " and is
the intended path from the parking lot to the house.
Please call or e-mail if you have any questions. I may be reached at 434 - 295 -0700 or
434 - 390 -8956. My e -mail address is Jskare_u- daa.com.
Sincerely,
DRAPER ADEN ASSOCIATES
Julia W. Skare, P.E.
Site Planning and Engineering Team Leader
Enclosure: Letter application, Exhibits 1, 2 and 3 (4 copies each)
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Draper Aden
Associates
aw
700 Harris Sweet, Suite E
Charlottesville, VA 22903
T 434- 295 -0700 F 434. 295.
2105
W -.dr.-
PROJECTttfLE
RESTORATION
OF MONTALTO
MAIN HOUSE
ALMIARLE
COUNTY, VIRGINIA
CONSULTANTS
STRUCTURAL ENGINEER
DUNBAR, MILBY, WILLIAMS. PITEMAN B
110 THIRD STREET, HE
CHARLOTTESVILLE, VA 22902 -5224
T 434- 293 5171 F 434 972 5191
MECHANICAL ENGINEER
2rw CONSULTANTS, INC.
I10010THSTREETNE, SUITE 202
CHARLOT RI=
LE, VA229M
T 434- 2 %2116 F 434. 9771862
ARCHITECT
GLAVE AND HOLMES ARCHITECTS
801 EAST MAIN STREET, SUITE 300
RICHMOND, VA 23219
T ON- 649 9303 F 804 - 343 3378
A/
V CONSULTANT
AV WASHINGTON AVITECTURE, INC.
1 EXPORT DRIVE
STERLING, VA 20164-4421
T 703. 404 B90D F 703- 404 B940
LANDSCAPE ARCHITECT
NELSON BYRD WOLTZ
408 PARR STREET
CHARLOTTESVILLE, VA 22902
T 434. 984 1358 F 434 964 4158
SEAL
PROJECT NUMBER
2731
DATE
February 16, 2010
DRAWN BY: GCJ CHECKED BY: JWS
REVISIONS
NO. DATE DESCRIPTION:
SHEET TITLE
SITE LAYOUT
AND UTILITY
PLAN
SHEET NUMBER
C2.
1
LAYOUT NOT
3
I. CONTRACTOR SHALL V@RIFY ALL EXISTING CONDITIONS A LAYOUT DIMENSIONS IN THE FIELD.
REPORT DISCREPANC TO THE LANDSCAPE ARCHffE OR DECISION BEFORE STARTING
1
CONSTRUCTION.
2. IF THERE AR61SCREPENCIES, ALIGNMENT TES AND CENTERLINES TAKE PRECED OVER
DIMENSI NOTES.
3. A DIMENSIONS FROM STRUCTU ARE FROM FACE OF FINISH OF EXTE R WALL. DIMENSIOySJ !
F M WALL ARE FROM FACE INISHED WALL. DIMENSIONS FROM PS ARE AS SHOWN IN '
DETAILS. TAKE ALL DIMENSI S PERPENDICULAR TO ANY REfEREN LINE. WORK LINE, FACER
BUILDING, FACE OF W OR CENTERLINE.
4. NOTES AND DEIA ON SPECIFIC DRAWINGS TAKE PREC ENCE OVER GENERAL NO \ • `•
1YPICAL DETAILS.
S. ALL ANGLES A EA SSUMED TO BE 90 DEGREES UN OTHERWISE STATED.
6. ALL LINES OF P VING TO BE PARALLEL UNLESS N TED OTHERW ISE. MAINTAIN HOR AL r'
ALIGNMENT AD CENT TO ELEMENTS NO ON RAWINGS-
7. SLEEVES A CONDUITS SHALL BE INSTALLE 18 INCHES BELOW FINISHED GRA D SHA
T2 INCHES OND BACK OF WALLS OR PAV G.
8. ALL RK PERFORMED WITHIN THE DRIP INE OF TREES DESIGNATED 'TREE T VP gE TJ
i`
LABOR' - !-
9. ER TO TECHNICAL SPECIFICATIO FOR ADDITIONAL REQUIREME
REFERENCE TO NORTH REFERS TO RUE NORTH. REFERENCE TO SC r
L S OR F / RA
I
ONLY.
11. ANY ALTERATIONS TO THESE RAWINGS PROPOSED IN THE FIE ONSTR TIbN H
PROMPTLY REPORTED TO THE NDSCAPE ARCHITECT FOR APPRO 'P IOR TO f CTt(
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ALBEMARLE
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964135E F 4349644159
W SvWw.
ILRVIa.
RSRn
PROJECT TITLE
RESTORATION
OF MONTALTO
MAIN HOUSE
ALBEMARLE
COUNTY, VIRGINIA
3
CONSULTANTS
STRUCTURAL ENGINEER
01016 TREE VfRUMIS, PTMAN E
110 THIRD STREET, NE
E. VA 22M-6
7
434ma
y'
F4N 757414391511197/51913Sill
MECHANICAL ENGINEER
lnR CONSULTANTS, e!C-
10010TH STREET IE, SURE 307
Y O OTTESVLIE, VA 33903
T 4143%
lttb F 4M9771863
CIVIL ENGINEER
q ER AOEN ASSOCATE5
700 NAME STREET, SURE E
i -
CHAMOTTESVLLE, VA II903
T IN 395 0700 F 4M 395 3105
A/V CONSULTANT
Av WASHNGTON AVRECTUPE, INC.
1 EVPORT DRIVE
STERLING, VA 30164-M31
T 705 Z 8900 F 703 — 8910
LIGHTING
MW SC UYUR LIMIITNG DESIGN
916 ORADY AVENUE, SUITE 37
CNARLOTTESVLLE, YA 32903-087
T 434.395.7353 F 434-395-5536
y
RAINWATER HARVESTING
R,
IINWATFR S/NTSOLU71pb
111THIRDSTREET SOUTHEAST
F, VA 33903
T 4 "S.T 434393
M65 F
ARCHITECT
f /GUVE & HOI ES ASSOCIATES
b01 EAST TIN STREET, SUITE )90
Rj0I D, VA 33139
T bD46499I03 F 601343 Ills
SEAL
0 WARREN T. I7• J r
i
No. D40
o
aP
L3
NUMBER
O6 €
E
5
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j February 16th, 2010
s5 CX
ED 6Y: UgIAYMBY , xP cHE
REVISIONS
NO DATE D FSCAIL'
T1pN
r
1 331 -2009 95P Ded De.e
2 aO7 -2aM 100% Dea ®De9elOR.l
Com Ste Plan °.• trAl3SOS200Bry
19 -2009 SOYa CD P f $el
SHEET TITLE
LAYOUT PLAN
f
SHEET NUMBER
J
L 1 104. .
IDOL RO01 TO lww
Tomm IRILDW IEFER 1(
MARK PAMA NT P
TRAFFIC PER Mfl0
w ` \ (
SECT. 620--
2. 111111.
Z Nn1J ` PER
PAVEMENT FOR ONE WAY
PER MUM STANDARDI
020-$ FD. 39-
21.)
TAP • 1' LSE RTM,
D1 DOWR OEOX
VALVE AT VAMT « RANWATER QSIEIN
SEE NOTE S.
0/ TOEFE1t1G IE LAIN AL
DRANIQS I= DESiN DETALS
MMQAIM
WELL « IIDERWIOIIRO STORAGE TNT( ,(
APPROiNAN LOCATiOQ U
11111E V/ COMM" ANON PANEL LP N
REDSIQ TO WP. Shot 10 62CIRICAL reFLANS
DICE FR011 DORMINOUT$(, mg Wr 1011
Al APFRRL E FR011
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1
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1. HIM TO L4NDSCAPE PLANS FOR ALL LANDSCAPE «
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2 REFER TO L4I1011(
r1PE PLANS FOR F110POOED GRADNQ AND
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s IEFDt 10 SHEET CL2 FOR DRAMELD PLAN AND S4P11C
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OF MOMENT D COMPLETE
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HARVESIM SYSTEM DETALS
7. CCNNWI TO OONISPOUIB NTH Y NDPE 460111E AROMD
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4
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EXACT LOCAI10I13 TO N OOOIDNAIED N FMA
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r REFER 1010 LIAID 'K R / OF 00011511111110M
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MINK PAM M NT FOR 1111101 WAY
TRAFFIC PER 111111.
1110111
STANDARDS
SECT. 62D-
Z
FNL 46-
21.)
A/
V
CONSULTANT
Y '
SANITARY SEWER SCHEDULE
1 EXPORT DRIVE
2731
Structure# Description Top Inv, In Inv. Out Drop Draper Aden
February 16, 2010
House to Septic Tank
DRAWN BY: GCJ CHECKED BY: JWS
NELSON BYRD WOLTZ
House Conn.1269.
35 Associates
FARM 1DAD
HOUSE -004 6" PVC 1165 LF. @23%
C04 Clean -out
C04 -0O3 6" PVC 8290 LF. @25%
1280.
60 1269.
06
1269.
06
0.
00
CO3 Clean-
out
1271.
50
1266.
99
1261.
32
5.
67
CO3 -002 6"
PVC
1D9.
15LF. @21%
CO2 Clean-
out
1241.
00
1238.
40
1236.
26
2.
14
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sb...,
r„ ,E,
nin, . in,
CO2 -COl G'
PVC
55.
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out
1226.
00
1223.
50
1216.
50 TOO 700 Hams Street, Suite E
I
STl -COI 6 "PVC SOLF. @10%Charlottesville, 422903
STS Septic Tank 1215.
00
1211.
50
T 434- 295 -0700 F 434 295 - 2105
Lower Barn to Septic Tank W -.d..-
008 Ueanout 122700 1224.
75
1224.
75
0.
00 (S' From Barn)PROJECT TITLE
C08 -CO7 6" PVC 25.
59 LF. @3%
C07 Clean-
out 1228. 1223.
99
1223.
99
0.
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C07 -MHI V PVC 5154 L.
F. @3%OF h10NTAI,
TO
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50
1222.
44
1213.
70
8.
74
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4°.6 MAIN
MH2 Manhole 1216.
33
1212.
05
1211.
95
0.
10
MH2 -CO5 6" PVC 125.
7 LF. @14%
CO5 Ueanout 1216.
001210.14 1210.
14
O.
OD ALBE
MARLE
CO5 -STI 6 "PVC 14.
91 LF. @1.
5%COUNTY, VIRGINIA
STS Septic Tank 1215.
00
1209.
92
Tower to MH1
CO10 Clean-
out
1243.
50
1241.
40
1233.
40
8.
00 (5 Fmm Tower)CONSULTANTS
COlO -MHl 6" PVC 57 L.
F. @20%
MHl Manhole 1226.
50 122100 121170 8.
30 STRUCTURAL ENGINEER
Upper Barn to MH1 DUNBAR, MILKY, WILLIAMS, PITTMAN B
110 THIRD STREET, HE
C012 Clean -out 1260,
25
1250.
36
1246.
36 4.00 (
5'
Fmm Barn)CHARLOTTESVILLE, VA 22902- 4
C012 -COII 6" PVC 42 LF. @8.
5%T 434- 293 5171 F 434- 977 5191
C011 Clean-out 1249.00 1242.75 1238.75 4.00
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F.
@17.
1%MECHANICAL ENGINEER
MHl Manhole 1226.
50
1223.
00
1213.
70
9.
30 2rw CONSULTANTS, INC.
Backwash Settling Tank to MH2
100 10TH STREET NE, SUITE 202
VA 229M
ST, Backwash Tank 1225.
00
1222.
22
1221.
22
1.
00 T 434 296 2116 F 434- 977 1862
rank -MH2 4" PVC 29.
15 LF. @28.
2%
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33
1213.
00 121195 1.
05
ARCHITECT
mm COO No 11611110 CIA"=
GLAVE AND HOLMES ARCHITECTS
801 EAST MAIN STREET, SUITE 300
RICHMOND, VA 23219
T 806- 649 9303 F 804- 343 3378
ASPIW PAVNQ AS \
Blow
RICER10 DETAL
tt
P STALL 'OE WAY STN
PER M1 STSTANDARDS (
M1Cf. GOJ0& .
O.
SS.)
INSTALL 'OE WAY SIN
PER NO STANDARDS
SM. Lam)
MINK PAM M NT FOR 1111101 WAY
TRAFFIC PER
111111.
1110111 STANDARDS
SECT.
62D-
Z FNL
46-
21.)
SHEET TITLE
SITE LAYOUT
AND UTILITY
PLAN
SHEET HUMBER
C2.
1
1
EKH(
6
IT
A/
V CONSULTANT
Y '
AV WASHINGTON AVITECTURE, INC.
PROJECT NUMBER
1 EXPORT DRIVE
2731
STERLING, VA 20164-4421
DATE
T 703 - 4018900 F 703 - 404 8910
February 16, 2010
LANDSCAPE ARCHITECT
DRAWN BY: GCJ CHECKED BY: JWS
NELSON BYRD WOLTZ
406 PARR STREET
LOTAN CHARLOTTESVILLE, VA 22902
FARM 1DAD T 434- 984 1358 F 434 984 4158
11110U1E
SEAL
SHEET TITLE
SITE LAYOUT
AND UTILITY
PLAN
SHEET HUMBER
C2.
1
1
EKH(
6 IT
Y 'PROJECT NUMBER
2731
DATE
February 16, 2010
DRAWN BY: GCJ CHECKED BY: JWS
REVISIONS
NO DATE DESCRIPTION
SHEET TITLE
SITE LAYOUT
AND UTILITY
PLAN
SHEET HUMBER
C2.
1
1
EKH(
6 IT
Draper Aden Associates
V h.n,,urrrru7 5111 117 VIII 0111 WHIM .Srrrn
700 Harris Strect. SLIOC I'
Charlottcs\ lllc. Virginia 2 —NO3)
434) 21 )s - 0/00 • Fay: 113,4)'u- _'1115
tiI.N.rlaa.c
March 2, 2011
Mr. Bill Fritz
County of Albemarle
401 McIntire Road
Charlottesville, VA 22902
RE: Restoration of Montalto -Main House
Draper Aden Associates Project No.: CVO4110 -15/31
Dear Mr. Fritz:
Draper Aden Associates, as agent for Thomas Jefferson Foundation, requests
approval of this letter revision. The attached site plan Sheet C2.1 indicates Phase lines
delineating Phase 1 and Phase 2 as discussed with Lisa Green on March 2, 2011.
Please call or e -mail if you have any questions. I may be reached at 434 - 295 -0700 or
434 - 390 -8956. My e -mail address is jskare(d)daa.com
Sincerely,
DRAPER ADEN ASSOCIATES
Julia W. Skare, P.E.
Site Planning and Engineering Team Leader
Enclosure: Letter application, Sheet C2.1
P:'CVO4' 100%CVO41 MCVO41 10 -31 \Correspondence LTR -11 0302- AF -Letter of Revism - JWS.docx
Blurl,.hur,, Fitgtni r • C'hurluttrlr/lr, t'ir inia • //umlur,n Xnuc(e. I ilginia • 2i( rhnnln 1, 111-11111141
PAVEMENT FOR ONE WAY
TRAFFIC PER MUTCD STANDARDS
SECT. 620-2, FIG. 38 -21.)
INSTALL 'ONE WAY 9161
NEW STANDARD DUTY PER MU1CD STANDARDS
ASPHALT PAVING. (SECT. 9035.33.)
REFER TO DETAIL _
OF
PHASE I
BOUNDARY +3a PROPANE OAS TANG
7
PROTECTION DRAWK
PAVE AREAS "-T tiHPAVEMENTWITH
DRAWINGS FOR DESIGN DETAILS
STANDARD DUTY PAVIW;
AiD RESURFACE EXISTING
PAVEMENT AS NECESSARY BACKWASH SETiLND
REFER TO MEP PLANS FOR ALL ELECTRICAL MECHANICAL. t
TAM( WITH TRAFFIC
CO3 C3ean -out
Z __._
APPROMMATE LOCATION)
PH SE.1Q
TI OWS TOONTRAC1oRSHALLROUTEALLULIMESTO ao'CONTRACTOR SHALL O TE AL
SEE NOTE 56
e
Lu
TO RAINWATER HARVESTING TANG
HARVESTING
CONNECT AP ROX Ir
REPAIR PAVEMENT TO MATCH EXISTING AFTER INSTALLATION
FROM CISTERN
INVERT O
STS Septic Tank
ABLIffD TURF \
AEA
INWA7 HARVESTING PLANS FOR RAINWATERREFER
N CRIRCAL
C08 -007 6" PVC 25.59 LF. @3%
Up) SLOPES
CH. ROOM 44 TO WATER GRAIN BASIN WITH SOLD 3
x 4 .,;TONER BUILDING. REFER TO TOP; SEE NOTE 7.
w ''` ,LECIRICAL PLANS. CRITICAL SId
MARK PAVEMENT FOR ONE WAY
TRAFFIC PER MUTCD STANDARDS
INVERT OUT AT,
OSTERN- 1245.17
SM. 620-2, FIG. 30 -21.)
J INSTALL *ONE WAY' SIGN PNA9Ec.o.2PERMUTCDSTANDARDS
SECT. 903.5.33)
r1
2 16.000 GAL. FIRE TAMRS
REF. MEP ORAWING9
SEPTIC TANK PIMP t 1 M
1216.00 1210.14 121014 0.00
CO5 -ST16 "PVC 14.91 LF. @1.5%
ST1 Septic Tank 1215.00 1209.92
Tower to MHl
co 10 Clean -out 1243.50 1241.40 123.140 8.00 (S'From Tower)
PRO.ECT
BOUNDARY
1226.50 1222.00 121170 8.30
LIMITS OF CONSTRUCTION C O
114W1
2) 1000 GAIL _ 3 6 LINE TO TPiICTANKS '
Structure R Description
PROTECTION DRAWK
PAVE AREAS "-T tiHPAVEMENTWITH
DRAWINGS FOR DESIGN DETAILS
STANDARD DUTY PAVIW;
AiD RESURFACE EXISTING
a
1 3000 GALLON)
PAVEMENT AS NECESSARY BACKWASH SETiLND
REFER TO MEP PLANS FOR ALL ELECTRICAL MECHANICAL. t
TAM( WITH TRAFFIC
CO3 C3ean -out
RATED LID, FLUSH
APPROMMATE LOCATION)
WITH PAVEMENT.
TI OWS TOONTRAC1oRSHALLROUTEALLULIMES TO ao'CONTRACTOR SHALL O TE AL
SEE NOTE 56
CO2 -COl 6 "PVC 55.47LF. @23%
iY PVC FRO RANWA70
TO RAINWATER HARVESTING TANG
HARVESTING
CONNECT AP ROX Ir
REPAIR PAVEMENT TO MATCH EXISTING AFTER INSTALLATION
FROM CISTERN
INVERT O
STS Septic Tank
CONEC110N- 121).50
CONDUIT FROM PAL MPUGErNE N
TO MOP. REFER TO ELECTRICAL
INVERT OUT - 1214.50
INWA7 HARVESTING PLANS FOR RAINWATERREFER
BEE NOTE 5.
1////__! 6. (PHASE
Y DJ. WATER LIE
x2 TE ( r 18'
SENDS
No _
t ETO iOWER
C
MRG"A STATE PLANE SCUM 20E
N=
1. REFER TO LANDSCAPE PLANS FOR ALL LANDSCAPE t
HARDSCAPE MATERIALS.
2. REFER TO LANDSCAPE PLANS FOR PROPOSED GRADING AID
SPOT ELEVATIONS.
FOR GEOTHERMAL
Structure R Description Top Inv. In .. Out Drop
SY REFER TO MECHANICAL 3 REFER TO SHEET C2.2 FOR ORAI FIELD PLAN AND SEPTIC
DRAWINGS FOR DESIGN DETAILS
HOUSE -CO4 6" PVC 11.65 LF. @2.5%
SYSTEM DE:TAM
C04 Clean -out
4,REFER TO MEP PLANS FOR ALL ELECTRICAL MECHANICAL. t
IRRIGATION WELL t UNDERGROUND STORAGE TAN(
CO3 C3ean -out
O 5 OF BUILDINGS. SITE
APPROMMATE LOCATION)TI OWS TOONTRAC1oRSHALLROUTEALLULIMESTO ao'CONTRACTOR SHALL O TE AL
ROUTE GRAN FROM DOWNSPOUTS
CO2 -COl 6 "PVC 55.47LF. @23%
OUTSIDE BUILDINGS.
TO RAINWATER HARVESTING TANG 5.REPAIR PAVEMENT TO MATCH EXISTING AFTER INSTALLATION
SEE NOTE 7.
STS Septic Tank
OF EQUIPMENT IS COMPLETE.
CONDUIT FROM PAL MPUGErNE N
TO MOP. REFER TO ELECTRICAL 6.INWA7 HARVESTING PLANS FOR RAINWATERREFER
1227.00 1224.75 1224.75 0.00 (5'From Bwn)
C08 -007 6" PVC 25.59 LF. @3%
NIGNBUILDINGHDPEFROMDOWNSPOUTS; FUTURE CONNECTION 7.CONNECT TO D004SPOM w17M 6• HOPE ROUTE AROUND
A7,APPROX E FROM
MH3 Manhole
MAIN HOUSE AS 9444 ON PLAN. WHERE THE (2) 6 PMRAWlivirEIIf.TS1ERlli INVENT 1246.50(*)CONVIERGE AT NORTHEAST CORNER OF BUILDING. CONNECT
MH2 -CO5 6" PVC 125.7 L.F. @1.4%
USING DRAIN BASH WITH SOLD TOP. FROM DRAIN BASIN TO
YARD ORMIN
RCP TO OUTFAI
r- FUTURE WATER
TO 70VIERAW
AM04
a>_ Vol
IN
AND H 'J10.000 GIN WATER
STORAGE TAM(
SEE STRUCTURAL
DRAWINGS S1.0 -S31
FOR PAD t WALL
OEMOLITION/CONSiRUCiION
STUB SANITARY UNES-
FOR TONER, UPPER
AND LOWER BARN
TO BE
INSTALLED N PHASE 2)
FILL LIE FROM WATER
TREATMENT BUILDING TO
RAINWATER CISTEN
1 AUX FILL LINE TO FIRE TANKS FROM
TAP • 1 LINE BETWEEN DOUBLE CHECK
VALVE AT VAULT t RAINWATER CISTERN
SEE MOTE L
PAVEMENT /
PHASE 2)
RAINWATER HARVESTING SYSTEM, USE B HOPE.
B. UNDERGROUND UTILITIES ARE SHOWN FOR REFERENCE ONLY.'
D%ACT LOCATIONS TO BE COORDRA11D N FIELD.
P -ELECTRICALANELC' & RECEPTACLE) t (E H -` -BOPHASE
w/ CONDUITS TO MOP t 17B. ,,
REFER TO ELECTRICAL PLANS FOR
CHIDES N FUTURE `` "'"r fR0 ',`•.
PIPES (TYP PER MUTCO STANDARDS k,'\REFER TO L2.1 - . (SM. 9035.33.)PHASE 2)
PERMOVS
REFER TO
PAVERS CRITICAL SLOM OF CONSTRUCTION
PHASE 2)
NEW STANDARD DUTY
ASPHALT PAVING.
SANITARY SEWER S/ TILE
Structure R Description Top Inv. In .. Out Drop
House to Septic Tank ft.)
House Conn.1269.35
HOUSE -CO4 6" PVC 11.65 LF. @2.5%
C04 Clean -out 1280.60 1269.06 126106 0.00
C04 -CO3 6" PVC 8190 L.F. @2.5%
CO3 C3ean -out 1271.50 1266.99 126132 5.67
CO3 -CO2 6 "PVC 109.15L.F. @21%
CO2 Clean -out 1241.W IMA0 123626 2.14
CO2 -COl 6 "PVC 55.47LF. @23%
C01 Clean -out 1226.00 1273.50 121650 7.00
STl -COT 6 "PVC 50 LF.@ 30%
STS Septic Tank 1215.00 1211.50
Lower Sam to Septic Tank
C08 Clean -out 1227.00 1224.75 1224.75 0.00 (5'From Bwn)
C08 -007 6" PVC 25.59 LF. @3%
C07 Clean -out 1228.00 1223.99 122399 0.00
C07 -MH1 6" PVC 5154 L.F. @3%
MH3 Manhole 1226.50 1222.44 121370 8.74
MHl -MH2 6" PVC 117.7 LF. @14%
MH2 Manhole 1216,33 1212.05 121L95 0.10
MH2 -CO5 6" PVC 125.7 L.F. @1.4%
COS Clean -out 1216.00 1210.14 121014 0.00
CO5 -ST16 "PVC 14.91 LF. @1.5%
ST1 Septic Tank 1215.00 1209.92
Tower to MHl
co 10 Clean -out 1243.50 1241.40 123.140 8.00 (S'From Tower)
C010 -MHI 6" PVC 57 L.F. @20%
MHS Manhole 1226.50 1222.00 121170 8.30
Upper Sam to MHl
C012 Clean -out 1260.2S 1250.36 124636 4.00 (5' From Sam)
C012 -C011 6" PVC 42 L.F. @8.5%
CO11 Clean -out 1249.00 1242,75 123875 4.00
C011-MH1 6" PVC 92 LF. @17.1%
MHl Manhole 1226.50 1M.00 121370 9.30
Backwash Settling Tank to MH2
ST1 Backwash Tank 1225.00 1222.22 1221.22 1.00
Tank -MH2 4" PVC 29.15 L.F. @28.2%
MH2 Manhole 1216.33 1213.00 121195 1.05
NOM 006 NUTS MEN ElA MIM
REFER TO DETAIL
2)
ENTRANCE
SAWCVT EXISTING ROAD TO ••••
PAVEMENT REMAIN SAWCUT E10S1MNi OL (PHA 2) PAVEMENT AND ADD •. j
44- NEW HEAVY DUTY •.
ASPHALT PAVING AS •. MOUNTAIN
PROJECT AREA SHOWN. • FARM ROAD
REFER TO DETAIL TO -
1C
INSTALL • CNE WAY" SIGN • '
PER MU7CDPAVEMENTFORONEWAYSCf .y) /TRAFFIC PER MUTCD STANDARDS
9ECf. 620-2, FIGL 38 -21.) 4
PHASE 2)
r
o . PAVEMENT FOR OE WAY
TRAFFIC PER MUM STANDARDS :
e '
PANEL
T (EVENT (SECT. 620-$ FIG. 3B -21.)
r ° w/// COM M75 TO MOP t WIB,
REFER TO ELECTRICAL PLANS. EMUS OF CONSIIWCTION 1/PHASE 2) .
OF CONSTRUCTION /
INSTALL 'OE WAY' SIGN
4 PER II STANDARDS
i 'BO SECT 903633)
INTERMEDIATE
PUMP STATION
Draper Aden
Associates
H
1
100 H-11 Street, wile E
ICharlottesville, VA 22903
T 434. 295 -0700 F 434- 295 -2105
W - daa.c-
PROJECT TITLE
RESTORATION
OF MONTALTO
MAIN HOUSE
XLBEMARLE
COUNTY, VIRGINIA
CONSULTANTS
STRUCTURAL ENGINEER
DUNBAR, MILBY, WILLIAMS, PITTMAN B
110 THIRD STREET, HE
CHARLOTTESVILLE, VA 22902 -5224
T 434. 293 5171 F 434- 977 5191
MECHANICAL ENGINEER
2- CONSULTANTS, INC.
100 10TH STREET NE, SUITE 202
CHARLOTTSVILLE, VA U902
T 434.2962116 F 434.9771862
ARCHITECT
GLAVE AND HOLMES ARCHITECTS
801 EAST AWN STREET, SUITE 300
RICHMOND, VA 23219
T 804 - 649 9303 F 804 - 343 3378
A /VCONSULTANT
AV WASHINGTON AVITECTURE, INC.
1 EXPORT DRIVE
STERLING, VA 20164 -4421
T 703 - 404 8900 F 703. 404 8940
LANDSCAPE ARCHITECT'
NELSON BYRD WOLTZ
408 PARK STREET
CHARLOTTESVILLE, VA 22902
T 434" 984 1358 F 434" 984 4158
MI
is" TMLHZ saa
IJe. xo. 48888
PROJECT NUMBER
2731
DATE
February 16, 2010
DRAWN BY: GCJ CHECKED BY: J\VS
REVISIONS
11 DATE DESCRIPTION
FOR TONER, MsPER /
N0. DAiS OLS7PI101
SHEET TH[Ipig )
BARN
J//PAVE AREAS XMiHOUTPERVIOUSPA _ - - X••' M RIL41t21MIBILYMES
PAVEMENT WITH REFER TO LI.30 - -• \ SITE LAYOUT
STANDARD
NO RESU
P (PHASE 2) OLTICAL SLOPES LEGEND \PHASE 1 AND UTILITY
PAVEMENT AS NECESSARY
MARK PAVEMENT FOR TWO WAY BOUNDARY
TRAFFIC PER MUTCD STANDARDS PLAN
PHASE 2)
NEW STANDARD
ASPHALT (SECT. 620-2. FiG. 38 -21.)
s` ASPHALT PAVMq.
REFER TO DETAIL
SHEET NUMBER
PHASE 2) GRAPHIC SCALE PAVERS CONTRACTOR NOTE.
C2 , 1TA
ELECTRICAL do COMMUNICATION LINES ARE SHOWN FOR
smm TURF REFERENCE ONLY. CONTRACTOR SHALL DETERMINE EXACT
1 a rxe'r X LOCATION OF ALL ELECTRICAL dl; COMMUNICATION LINES.
11Taoh - 80 R
MARK PAVEMENT FOR ONE WAY
Structure p Description
TRAFFIC PER MUTCD STANDARDS
House to Septic Tank
SECT. 620-2, F1Q 38 -21.)
House Conn.1269.35
INSTALL 'ONE WAY' SIGN
NEW STANDARD DUTY PER MUTCD STANDARDS
ASPHALT PAVING SECT. 903.5-U)
REFER W DETAIL
CO3 Clean -out
110N OF
c PT WANE GAS TANG
mpr
e
1
PH 1'
sNOTaK ABILD3D TURF
N
N (
Up)
J
F- MECH.
4 OO 4 T WA10 DRAIN BASIN WITH SOLD
TONER BULDIN0. REFER TO TOP; SEE NOTE 7.
L
LEC7RICAL PLANS.
MARK PAVEMENT FOR ONE WAY
TRAFFIC PER MUTCD STANDARDS
SECT. 620-$ FO. 38 -21.)
INSTALL 'ONE WAY SIGN
J PER MUTCD STANDARDS c.o.G
SECT. 9016.31)
2) 10.000 GAL FIRE TAMES
f s REF. MEP DRAWINGS
s • ,` SE TAW T7PU--MP t
RLFOTRK'.AL
0
PROJECT ••
BOUNDARY
WITS OF CONSTRUCTION C'0. '
PUMP TAW TO FIRE TAN
REF. ELECiTM
PLANS
LIKE w CONDUI
TO PU1 N
ELECTRICAL PLAT
t 3 6' LINE
EFE RPUMP. R 7EPTICTANKS1REFER70 T1AEJ
PROTECTION DRAWINGS
PAVE AREAS WITHOUT ,
PAVEMENT WITH
STANDARD DUTY PAVING at c
AND RESURFACE EXISTING 1 3000 GALLON
PAVEMENT AS NECESSARY BACKWASH SETTLING
TANG WITH TRAFFIC
RATED LID. FLUSH
WITH PAVEMENT,
SEE NOTE a
6' PVC FROM RAINWATERJ
CONFE 5'
FROM CISTERN
CO 1243.50
INVERT OUT - 1214.60
SEE NOTE a
e0'9 r
o v
RAG ,
MOt
J10.000 KCAL WATER
STOE TANK
SEE STRUCTURAL
DRAWINGS S1.0-S3/
FOR PAD t WALL
OEMOUTTION/lOO1STRUC710N
FOR WHIR. UPPER
AND LOWER BARN
TO BE
INSTALLED IN PHASE 2)
FILL LIE FROM WATER
TREATMENT BUILDING W
RAINWATER CISTERN
1' AUX FILL LINE W FIRE TANKS FROM
TAP • 1' LIE BETWEEN DOUBLE OEM
VALVE AT VAULT At RAINWATER CISTERN
SEE NOTE 6.
MONA STATE PLAN( 5011TH ZONE
W=
1. REFER TO LANDSCAPE PLANS FOR ALL LANDSCAPE t
HARDSCAPE MATERIALS.
PROJECT
GARY 2. REFER TO LANDSCAPE PLANS FOR PROPOSED GRADING AND
FOR GEOTHERMAL
SPOT ELEVATIONS.
SYSTEM; REFER TO MECHANICAL 1 REFER TO SHEET C2.2 FOR GRAINFIELD PLAN AND SEPTIC
DRAWINGS FOR DESIGN DETAILS SYSTEM DETALB.
UNDERGROUND STORAGE TAN(
4. REFER TO MEP PLANS FOR ALL ELECTRICAL, MECHANICAL.
IRRIGATION WELL t
t
LO
PLUMBING CONNECTIONS WITHIN S.0' OF BUILDINGS. SITEAPGATIONE
CONTRACTOR SHALL ROUTE ALL UTILITY LIES TO &0'
OUTSIDE BULDINIM
ROUTE DRAIN FROM DOW/45POUTS
TO RAINWATER HARVESTING TAM( 6, REPAIR PAVEMENT TO MATCH EXISTING AFTER INSTALLATION
SEE NOTE 7. OF EQUIPMENT IS COMPLETE.
UGE w/ CONDUIT FROM PANEL MP IN
BUILDING TO MOP. REFER TO ELECTRICAL 6. REFER TO RAINWATER HARVESTING PLANS FOR RAINWATER
PLANS HARVESTING SYSTEM DETAINS.
MOPE FROM DOWNSPOUTS; FUTURE CONNECTION 7. CONNECT TO DOWNSPOUTS NTH r HOPE ROUTE AROUNDf17,APPROX. 6' FROM MAIN HOUSE AS 94M4 ON PLAN. WHERE THE (2) 6 PPESRAIMATE$ gSIEIk Ill 124650(t) CONVERGE AT NORTHEAST CORNER OF BUILD CONNECT
USING DRAIN BASIN WITH 9010 TOP. FROM DRAIN BASIN TO
BTER1 144St3S RAINWATER HARVESTING SYSTEM, USE Ir HOPE
t 16. 000 DAL RAINWA 6, UNDERGROUND UTILITIES ARE SHOW FOR REFERENCE ONLY;
CIS7ER N t VOR1Ex EXACT LOCATIONS TO BE ODORDI4A7ED IN FIELD.
SEE NOTE 6. (PHASE \
ALL 2' D1 WATER TIE
TO MAIN HOUSE. -.
rtc2'ttr WE, (2) 2' 46'
BEM39, () Y Z?] BEDS EOJIPMENT &
LOGE __ \\
PHASE 1
PAtPLUGLSEWTOWI] PANEL At RECEPTACLE) dt LOGE Y
W/ OOMxM TO MOP t WTB. ••• ''••.•
REFER 70 ELECTRIICAL
CHANGE" FUTURE.
PL FOR
fR0 k ••••••.
P
t _ (
7YP CDPERMUT STANDARDS •
REFER TO 1.2.110-L Z2 (SM. 9016.33.)
PHASE 2)
PAVERS
YAR
TOOIDORAL UCRI SQ (PHASE 2)1. CFn71CA1 SLOPES COfIS11LICTlCI4
RCP TFALL
FUTURE WATER
W ABER/d
UPPER BARN
F.F. - 1253.61
F.F. - 1227.23
RESURFACE /
PAVE
PHASE 2)
FIRE SUPPRESSION
WATER STORAGE TANK
FOR TOWER. UPPER
AND LOWER BARN
PHASE 2) /
PAVE AREAS WITHOUT -
PAVEMENT WITH
STANDARD DUTY PAVING
AND RESURFACE EXISTING
PAVEMENT AS NECESSARY
PHASE 2)1 Ct
SANITARY SEWEF DULE
Structure p Description Top In, Inv. Out Drop
House to Septic Tank it.)
House Conn.1269.35
HOUSE -004 6" PVC 11.65 L.F. @2.5%
C04 Clean -out 1280.60 1269.06 1269.06 0.00
C04 -CO3 6" PVC 82.90 LF. @2.5%
CO3 Clean -out 1271.50 1266.99 1261.32 5.67
CO3 -CO2 6 "PVC 109.15 L.F. @21%
CO2 Clean -out 1241.00 1238.40 1236.26 2.14
CO2 -COl 6 "PVC 5S.47LF. @23%
COl Clean -out 1226.00 12Z3.50 121650 7.00
STl -COl 6" PVC 50 L F. @ 10°%
STl Septic Tank 1215.00 1211,50
Lower Sam to Septic Tank
C08 Clean -out 1227.00 1224.75 1224.75 0.00 (5' From Ba(n)
C08 -007 6" PVC 2539 L.F. @3%
C07 Clean -out 1228.00 1223.99 1223.99 0.00
C07-MH16 "PVC SLS4 L.F. @3%
MHl Manhole 1226.50 1222.44 1213.70 8.74
MH1-MH2 6" PVC 117.7 L.F. @1.4%
MH2 Manhole 1216.33 1212.05 121195 0.10
MH2 -COS 6" PVC 125,7 L.F. @1.4%
COS Clean -out 1216.00 1210.14 1210.14 0.00
COS -STl 6 "PVC 14.91 L.F.@ 13%
STS Septic Tank 1215.00 1209.92
Tower to MHI
CO10 Clean -out 1243.50 1241.40 1233.40 8.00 (5'From Tower)
Imq
MH1 Manhole 1226.50 1222.00 1213.70 8.30
Upper Sam to MHI
C012 Clean -out 1260.25 1250.36 1246.36 4.00 (5' From Barn)
C012 -C011 6" PVC 42 L.F. @8.5%
COSS Clean -out 1249.00 1242,75 123875 4.00
C011 -MHI 6" PVC 92 LF. @17.1%
MHI Manhole 1226.50 1223.00 1213.70 9.30
Backwash Settling Tank to MH2
BT1 Backwash Tank 1M.00 1222.22 122122 1.00
Tank -MH2 4" PVC 29.15 L.F. @28.2%
MH2 Manhole 1216.33 1213.00 121195 1.05
NOTE CM HAS BEEN ELIMINATED.
RAG ,
MOt
J10.000 KCAL WATER
STOE TANK
SEE STRUCTURAL
DRAWINGS S1.0-S3/
FOR PAD t WALL
OEMOUTTION/lOO1STRUC710N
FOR WHIR. UPPER
AND LOWER BARN
TO BE
INSTALLED IN PHASE 2)
FILL LIE FROM WATER
TREATMENT BUILDING W
RAINWATER CISTERN
1' AUX FILL LINE W FIRE TANKS FROM
TAP • 1' LIE BETWEEN DOUBLE OEM
VALVE AT VAULT At RAINWATER CISTERN
SEE NOTE 6.
MONA STATE PLAN( 5011TH ZONE
W=
1. REFER TO LANDSCAPE PLANS FOR ALL LANDSCAPE t
HARDSCAPE MATERIALS.
PROJECT
GARY 2. REFER TO LANDSCAPE PLANS FOR PROPOSED GRADING AND
FOR GEOTHERMAL
SPOT ELEVATIONS.
SYSTEM; REFER TO MECHANICAL 1 REFER TO SHEET C2.2 FOR GRAINFIELD PLAN AND SEPTIC
DRAWINGS FOR DESIGN DETAILS SYSTEM DETALB.
UNDERGROUND STORAGE TAN(
4. REFER TO MEP PLANS FOR ALL ELECTRICAL, MECHANICAL.
IRRIGATION WELL t
t
LO
PLUMBING CONNECTIONS WITHIN S.0' OF BUILDINGS. SITEAPGATIONE
CONTRACTOR SHALL ROUTE ALL UTILITY LIES TO &0'
OUTSIDE BULDINIM
ROUTE DRAIN FROM DOW/45POUTS
TO RAINWATER HARVESTING TAM( 6, REPAIR PAVEMENT TO MATCH EXISTING AFTER INSTALLATION
SEE NOTE 7. OF EQUIPMENT IS COMPLETE.
UGE w/ CONDUIT FROM PANEL MP IN
BUILDING TO MOP. REFER TO ELECTRICAL 6. REFER TO RAINWATER HARVESTING PLANS FOR RAINWATER
PLANS HARVESTING SYSTEM DETAINS.
MOPE FROM DOWNSPOUTS; FUTURE CONNECTION 7. CONNECT TO DOWNSPOUTS NTH r HOPE ROUTE AROUNDf17,APPROX. 6' FROM MAIN HOUSE AS 94M4 ON PLAN. WHERE THE (2) 6 PPESRAIMATE$ gSIEIk Ill 124650(t) CONVERGE AT NORTHEAST CORNER OF BUILD CONNECT
USING DRAIN BASIN WITH 9010 TOP. FROM DRAIN BASIN TO
BTER1 144St3S RAINWATER HARVESTING SYSTEM, USE Ir HOPE
t 16. 000 DAL RAINWA 6, UNDERGROUND UTILITIES ARE SHOW FOR REFERENCE ONLY;
CIS7ER N t VOR1Ex EXACT LOCATIONS TO BE ODORDI4A7ED IN FIELD.
SEE NOTE 6. (PHASE \
ALL 2' D1 WATER TIE
TO MAIN HOUSE. -.
rtc2'ttr WE, (2) 2' 46'
BEM39, () Y Z?] BEDS EOJIPMENT &
LOGE __ \\
PHASE 1
PAtPLUGLSEWTOWI] PANEL At RECEPTACLE) dt LOGE Y
W/ OOMxM TO MOP t WTB. ••• ''••.•
REFER 70 ELECTRIICAL
CHANGE" FUTURE.
PL FOR
fR0 k ••••••.
P
t _ (
7YP CDPERMUT STANDARDS •
REFER TO 1.2.110-L Z2 (SM. 9016.33.)
PHASE 2)
PAVERS
YAR
TO OIDORAL UCRI SQ (PHASE 2)1. CFn71CA1 SLOPES COfIS11LICTlCI4
RCP TFALL
FUTURE WATER
W ABER/d
UPPER BARN
F.F. - 1253.61
F.F. - 1227.23
RESURFACE /
PAVE
PHASE 2)
FIRE SUPPRESSION
WATER STORAGE TANK
FOR TOWER. UPPER
AND LOWER BARN
PHASE 2) /
PAVE AREAS WITHOUT -
PAVEMENT WITH
STANDARD DUTY PAVING
AND RESURFACE EXISTING
PAVEMENT AS NECESSARY
PHASE 2)1 Ct
SANITARY SEWEF DULE
Structure p Description Top In, Inv. Out Drop
House to Septic Tank it.)
House Conn.1269.35
HOUSE -004 6" PVC 11.65 L.F. @2.5%
C04 Clean -out 1280.60 1269.06 1269.06 0.00
C04 -CO3 6" PVC 82.90 LF. @2.5%
CO3 Clean -out 1271.50 1266.99 1261.32 5.67
CO3 -CO2 6 "PVC 109.15 L.F. @21%
CO2 Clean -out 1241.00 1238.40 1236.26 2.14
CO2 -COl 6 "PVC 5S.47LF. @23%
COl Clean -out 1226.00 12Z3.50 121650 7.00
STl -COl 6" PVC 50 L F. @ 10°%
STl Septic Tank 1215.00 1211,50
Lower Sam to Septic Tank
C08 Clean -out 1227.00 1224.75 1224.75 0.00 (5' From Ba(n)
C08 -007 6" PVC 2539 L.F. @3%
C07 Clean -out 1228.00 1223.99 1223.99 0.00
C07-MH16 "PVC SLS4 L.F. @3%
MHl Manhole 1226.50 1222.44 1213.70 8.74
MH1-MH2 6" PVC 117.7 L.F. @1.4%
MH2 Manhole 1216.33 1212.05 121195 0.10
MH2 -COS 6" PVC 125,7 L.F. @1.4%
COS Clean -out 1216.00 1210.14 1210.14 0.00
COS -STl 6 "PVC 14.91 L.F.@ 13%
STS Septic Tank 1215.00 1209.92
Tower to MHI
CO10 Clean -out 1243.50 1241.40 1233.40 8.00 (5'From Tower)
COIDMHI 6" PVC 57 L.F. @20°%
MH1 Manhole 1226.50 1222.00 1213.70 8.30
Upper Sam to MHI
C012 Clean -out 1260.25 1250.36 1246.36 4.00 (5' From Barn)
C012 -C011 6" PVC 42 L.F. @8.5%
COSS Clean -out 1249.00 1242,75 123875 4.00
C011 -MHI 6" PVC 92 LF. @17.1%
MHI Manhole 1226.50 1223.00 1213.70 9.30
Backwash Settling Tank to MH2
BT1 Backwash Tank 1M.00 1222.22 122122 1.00
Tank -MH2 4" PVC 29.15 L.F. @28.2%
MH2 Manhole 1216.33 1213.00 121195 1.05
NOTE CM HAS BEEN ELIMINATED.
1, NEW STANDARD DUTY
ASPHALT PAVING
REFER TO DETAIL
4 (
PHA 2) •.
ENTRANCE
SAWCUT EXISTING ROAD TO '
teG - - PAVEMENT REMAIN SAWCUT E)aSlI1G .
PHASE 2) PAVEMENT AND ADO f'.
44 -sa NEW HEAW
P ASPHALT PA VING AS O MT
PROJECT AREA 9K1ML FARM ROAD
REFER TMO DETAIL • W ---- 01-
ol uTE 53
a .•11140.
INSTA 'ONE WAY' SIGN '
PER Ml
PAVEMENT FOR ONE WAY 903
STANDARDS ti
TRAFFIC PER MUTCD STANDARDS
SECT. 620-2. FO. 3B -21.)
I (PHRASE 2)
r
HA 2 TRAHC STANDARDSJ
I.'' CTRICAL EQUIPMENT 10)T (SECT. 620-2. F10. 38 -21.) /L PANEL At RECEPTACLE) A UGE
r w/ CQONDLI75 TO MOP t VII
REFER TO ELECTRCAIL
PHASE 2) LIA15 OF CONSiCONSTRUCTION i
OF oonsmucTlON -
or , a `• INSTALL 'OE WAY' SIGN f
4 PER MU70D STANDARDS
PHASE 2
BOUNDARY (SECT 9011131)
INTERMEDIATEa r•. a. PUMP STATION
MID. DALE OE9L7P110U
8 DS/D M usm NL "M I
PERVIOUS PA • - X X . t 1111 18 21NIM11
REFER TO 1.1.50 "••. ••••
PHASE 2) C NWAL aLloPCe LEGEND PHASE 1
MI6( PAVEMENT FOR TWO WAY BOUNDARY
ASPHALT
TRAFFIC PER MUTOD STANDARDS
NEW STANDARD (SECT. 620-2 F1Q 38 -21.)
ASPHALT PAVMGL
REFER W DETAIL
PHASE 2)
GRAPHIC SC PAVERS CONTRACTOR NOTE_
ELECTRICAL do COMMUNICATION LINES ARE SHOWN FOR
sueL12TD TURF REFERENCE ONLY. CONTRACTOR SHALL DETERMINE EXACT
K IN MT) LOCATION OF ALL ELECTRICAL & COMMUNICATION LINES.
1 hnh - 50 rt
Draper Aden
Associates
I100
Harris Street, Suite E
Chartottesville, VA 22903
T 434. 295 -0700 F 434 295 -2105
W W du.can
PROJECT TIRE
RESTORATION
OF MONTALTO
MAIN HOUSE
I kLBEMARLE
t:OUN'ITY, VIRGINIA
CONSULTANTS
STRUCTURAL ENGINEER
DUNBAR, MILBY, WILLIAMS, PITTMAN
110 THIRD STREET, HE
CHARLOTTESVILLE, VA 21902 -5224
T 434 - 293 5171 F 434 - 977 5191
MECHANICAL ENGINEER
2- CONSULTANTS, INC.
100 10TH STREET NE, SUITE 102
CHARLOTTSVILLE, VA 22902
T 434- 296 2116 F 434. 977 1862
ARCHITECT
GLAVE AND HOIMES ARCHITECTS
801 EAST MAIN STREET, SUITE 300
RICHMOND, VA 23219
T 804 - 649 9303 F WA- 343 3378
A/V CONSULTANT
AV WASHINGTON AVITECTURE, INC.
1 EXPORT DRIVE
STERLING, VA 20164 -4421
T 703 - 404 8900 F 703 - 404 B940
LANDSCAPE ARCHITECT
NELSON BYRD WOLTZ
408 PARK STREET
CHARLOTTESVILLE, VA 229M
T 434.9841358 F 434- 984 4158
SEAL
i ,:eta
1x21 iY14a 111ills
U. N•. 4$M
0_i1-02-//
PROJECT NUMBER
2 -3
DATE
February 16, 2010
DRAWN BY: GCJ CHECKED BY: JVVS
REVISIONS
I DATE DESCRIPTION
SHEET TITLE
SITE LAYOUT
AND UTILITY
PLAN
SHEET NUMBER
C2.1
AL,
At`
IHGI1`IZ
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902 -4596
Phone (434) 296 -5832 Fax (434) 972 -4126
March 10, 2011
Julia Skare
Draper Aden Assoc.
700 Harris Street
Suite E
Charlottesville, VA 22903
RE: LOR# I for SDP -2008 -155 Restoration ofMonalto
Tax Map /Parcel Number 07700 -00 -00 -03100
Dear Ms. Skare,
This letter is to approve as a Letter of Revision the Phasing as shown on the attached plans to the above
referenced site plan. This is the 1 s Letter of Revision for this site. A total of three (3) Letters of Revision
are allowed before all changes to the plan are required to be submitted in the form of a site plan
amendment.
Sincerely,
William D. Fritz, AICP
Chief of Current Development
SECT. 620-
2, FIG. 30 -21.)
INSTALL 'ONE W
AY" SIGN
NEW STANDARD DUTY PER MLITIOD STANDARDS
ASPHALT PAVING.SECT. 91
REFER TO DETAL
T+
OF
PHASE I
BOUNDARY
PROPANE OAS TAW
S. .' 'am
u \
PER II STANDARDS
SECT. 901 I
r
2 16,
EP GAL FI
R
TANKS \ a
b
T
PUMP A
0 ` a
REF.
CT
SIAPES
FLOAT CONTROI
TO FIRE TANKS
REF. EL
1
PLANS
UGE w 00
TO FIR PU
ELECTRICAL
3 \ / NY LINE
REFER
FIRE
2) 4000 ,
PULP. REFER TO
PT1C TANKS
PAVE AREAS WITHOUT 1
PROTEC110N ORAL
PAVEMENT WITH
STANDARD OUTY PAVING
a, a
AND RESURFACE EI9STM 1 3000 GALLON
PAVEMENT AS NECESSARY BACKWASH SM
TAW WITH TRAIT
RATED UD. FLUSI
SM NN &
6' PVC FROM RANW/
HARVESTING
CONNECT APPROX. 9
FROM CISTERN
INVERT O
CONNECTION - 1243.50
INVERT OTT- 1214.50
SEE NOTE &
C lilell
n/
w10NA STALE PLANE S01JTr1 ZONE
1. REFER TO LANDSCAPE PLANS FOR ALL LANDSCAPE A
MARDSCAPE MATERIALS.
2, REFER TO LANDSCAPE PLANS FOR PROPOSED GRADING AND
80REHOLES FOR GEOTHERMAL
SPOT ELEVA7K*
M
SYSTEM;
REFER TO MECHMMCAL 3. REFER 70 SHEET C2.
2
FOR GRAINFIELD PLAN AND SEPTIC
DRAWMKLS FOR DESIGN DETAILS BEM 0E7AIL,
S•
IIIGA7KIN WELL ! IIDERGR011ND STORAGE TANK
4, REFER TO MEP PLANS FOR ALL ELECTRICAL. MECHANICAL. A
APPROXIMATE LOCATION)
PLUMBING
CONTRACTOR SHALL ROUTE AL UTILITY
OF BUILDINGS.
LINET
SITE
CIR SHALL
ROTE
ALL UTL LINES TO 8.
0
ROUTE DRAIN FROM DOWNSPOUTS
OUTSIDE BUIDINGS
TO RAINWATER HARVESTING TAI( 0. REPAIR PAVEMENT TO MATCH EXISRNG AFTER INSTALLATION
SEE NOTE 7. OF EQUIPMENT IS COMPLETE.
UGE •/ CONDUIT FROM PANEL MP N
BUILDING TO MOP. REFER TO ELECTRICAL 0. REFER TO RAINWATER HARVESTING PLANS FOR RAINWATER
PLANS. HARVESTING SYSTEM DETAILS
HOPE FROM DOWNSPOUTS; FUTURE CONNECTION
7. CONNECT TO DOWNSPOUTS WITH III HOPE. ROUTE AROUND
A7,
APPROX. e FROM
MAIN HOUSE AS 94M ON PLAN. V ERE THE (2) 6 PPES
RA#
119NE$
CISTEiRNk INVERT 12411 1) CONVERGE AT NORTHEAST CORNER OF BUILDING. CONNECT
USING DRAIN BASIN WITH SOLD TOP. FROM DRAIN BASIN TO
1V9gR ISTERN- 1Z4SL33
RAINWATER HARVESTING SYSTEM, USE 6' HOPE
1 16,
000
GAL RAINWATER 0. UNDERGROUND UTILITIES ARE SHOWN FOR REFERENCE ONLY;
CISTERN A VORTEK FLIERS EXACT LOCATIONS TO BE COORDINATED N FIELD.
SEE NOTE 6. (PHASE 2)
ALL 2 DJ. WATER LINE
70 MAN HOUSE.
1•>
t2'
x2'
To
T))
EE22,'' (2) 2' 4W
B NDS. (
LiE EGUPIEIT (E1F21T ", • •' PHASE 1
PANEL A NY UGE
BOMA"
CONDUITS TO MOP & W EL ',' •.. '
INFER TO ELECTRICAL PLANS FOR
AI '••
CHANGES I:
0. FUTURE. ' ^•
WfR k `' • `•..
AREA DRAINS A
INSTALL 'ON= WAY' SIGN
4 PVC PIPES (TYP,) PER MU7C0 STANDARDS k '`•.
REFER 70 LZ.
10 -
M2
PHASE 2) (
SECT 903 633 )
5
PERVIOUS PAVERS
CRITICAL SLOPES Ci OONSiRUCTIGI
CI 1 0 TORCPTO /
WATER LIE,
10 IIDWER , '
NEW STANDARD DUTY
ASPHALT PAVNR
r 70 DETAIL
PHASE 2) ca
m
TRA
SA
ROAD 1
9 • `• (
PHASE 2)
D BARN '
PROJECT AREA
h F.
F. -
1253.
61
MARK PAVEMENT FOR ONE WAY
TRAFFIC PER MU70D STANDARDS
SANITARY SEWER bULE
Structure# Description Top Inv. In Inv. Out Drop Draper Aden
House to Septic Tank
House Conn. - - 1269.
35 -
Associates
HOUSE -CO4 6" PVC 11.
65 LF. @2.
5%
C04 Clean -out 1280.
60
1269.
06
1269.
06
0.
00
C04 -0O3 PVC 82
9
L.
F.
@2.
5%
CO33 Clean-
out
1271.
50
1266.
99
126132 5.
67
CO3 -CO2 6 "PVC 109.
15LF.
@21%
CO2 Clearl -out 1241.
00
1238.
40
123626 2.
14
CO2 -COI 6 "PVC 55.
47
LF.
@ 23%
col Clean -out 1226.
00
1223.
50
121650 7.
00
700 Hams Street, Suite E
STl -Col 6 "PVC 501.
F.
@ 10% ChartottesAlle, VA 22903
STl Septic Tank 1215.
00
1211.
50
T 434- 295 -0700 F 434- 295 -2105
Lower Barn to Septic Tank
W -dai-
008 Clean -out 1227.
00
1224.
75
1224.
75
0.
00 (
5' From Barn) PROJECT TITLE
C08 -007 6" PVC 25.
59
LF. @3%
C07 Clean -out 1228.
00
1223.
99
1223.
99
0.
00
RESTORATION
C07 -MH1 6" PVC 51.
54
L.
F.
@3%
OF MONTALTO
MHl Manhole V16.
50
1222.
44
1213.
70
8.
74
MHl -MH2 6" PVC 117.
7
LF. @1.
4% - MAIN HOUSE
MI Manhole 3.
216.
33 1212.
05
121195 0.
10
MH2 -0O5 6" PVC 125.
7
L. F. @1.
4%
CO5 Clean -out 1216.
00
1210.
14
1210.
14
0.
00 ALBEIVIARLE
COS -STN UPVC 14.
91
LF.
@ 1.
5%
COUNTY VIRGINIA
STS Septic Tank 1215.
00
1209.
92
Tower to MHS
Colo Clean -out 1243.
50
1241.
40
123.
140
8.
00 (
5'
From
Tower) CONSULTANTS
C010 6" PVC 57 LF. @20%
MHS Manhole 1226.50 1222.00 121370 8.
30 STRUCTURAL ENGINEER
Lipper Barn to MHl DUNBAR, MILBY, WILLIAMS, PITEMAN B
110 THIRD STREET, HE
C012 Clean -out 1260.
25
1250.
36
124636 4.
00 (
S' From Barn) CHARLOTTESVILLE, VA 22902 -5224
0012 -Coll 6" PVC 42 L.
F.
@85%
T 434- 293 5171 F 434- 977 5191
C011 Oean -out 1249.
00
1242.
75
1231175 4.
00
1
011 -
MH3 6" PVC 92 L
F.
@17.
1%
MECHANICAL ENGINEER
MHl Manhole 1226.
50
1223.
00
121170 9.
30 2- CONSULTANTS, INC.
100 10TH STREET HE, SUITE 202
Backwash Settling Tank to MH2
CHARLOTTSVILLE, VA 22902
BTl Backwash Tank 1225.
00
1222.
22
1221.
22
1.
00 T 434 F 434 977 1862
Tank -MH2 4" PVC 29.
15
L.
F.
@28.
2%
MH2 Manhole 1216.
33
1213.
00 ML95 L05 1RC14ITECT
GLAVE AND HOIMES ARCHITECTS
NOTE COG HAS BEEN ELIMINATED . 801 EASTMAIN STREET, SUITE 300
RICHMOND, VA 23219
T 804 - 649 9303 F BD4- 343 3378
A/
V
CONSULTANT
AV WASHINGTON AVTIECTURE, INC.
1 EXPORT T_
STERLING, VA 20164 -4421
T 703 - 404 8900 F 703 - 404 8940
SAWCUT EXISTING '`.
LANDSCAPE ARCHITECT
PAVVEMENT AND ADD ` NELSON BYRD WOLTZ
NEW HEAVY OUTY
408 PARK STREET
ASPHALT PAVING AS
FARM R
CHARLOTTESVILLE, VA 22902
MOUNTAIN
T 414. 981 1358 F 434- 984 4158
SHOWN.
REFER TO DETAL TO -i ,
1
r •
SEAL
Jvg
1 4 ,
4,•
R4D'
p
INSTALL 'ONE W
AY'
SIGN
I
b '
PER MUTCD STANDARDS mu
4y '
BB
C
SECT. 903.
6
33.)
O1 -
411
9/
J - SECT. 620-
2. FIG, W-
21.) J 4
C.
r ' 2 ) /•
DRAT
t
e •
3 .' - , • PAVEMENT FOR ONE WAY
r /•
2
L
In 38 -21620-
TRAFFICPER MRUTOD STANDARDS
N
lf , ! C a R
E
EPTA
NT (EVENT . 2. .) ;
P / NEE
A
RECEPTACLE) A UGE (
SECT
OUN
70
ELECTM
AC
Rµ
F.
F.-
1227.
23 Ct
I (
PHASE 2)
LIMITS OF CONSTRICTION
GF CONSTRUCTION
4
i ••••••• •••• •
Dory i • INSTALL 'ONE WAY' SIGN /
RESIIIFA \
4 PER M= STANDARDS
1 PAVEMENT
PHASE 2
PHASE 2) i' BOUNDARY (
SECT 903 533 )
ND
M;
MKN
J
10.
000 TT7R
STORAG
SEE STRUCTURAL
DRAWINGS S1.
0 -
S3.
1
FOR PAD A WALL
DEMOUTON/
OOISTRUCIION
LINES TO K
INSTALLED N PHASE 2)
71XT FROM WATE R
BUILDING TO
RAINWATER CISTERN
1 AUX FILL LINE TO FIRE TANKS FROM
TAP • 1' LINE BETIEEIIN DOUBLE DECK
VALVE AT VAULT A RAINWATER CISTERN
SEE NOTE 6.
WAIF APPROX. ;1 * 1 INTERMEDIATE
LOCATION) - PUMP STATION
FIRE SUPPRESSION '' .......t. '
i
WATER STORAGE TAN(
FOR TONER, UPPER
AND LOWER BARN N0. DALE DESOWTION
PHASE 2) 8 111 LOB & RMSE 2
PAVE AREAS WITHOUT PERVIOUS PA - x_ t RN41 tI BOIAD/
RY
LIES
PAVEMENT WITH REFER TO L1.30 `............
NRESURFACE EXISTING (
PHASE 2)
CRITICAL mom LEGEND PHASE 1
PAVEMENT AS NECESSARY
MARK PI FOR TWO WAY
BOUNDARY
TRAFFIC PER MuTCD STANDAMS
PHA
2)
NEW STANDARD
ASPHALT (SECT. 620-$ FIG. 36 -21.)
ASPHALT PI
REFER 70 DETAIL
lRAGTOR NOTE
PHASE 2) GRAPHIC SCALE PAVER rOM!S - -
ELECTRICAL & COMMUNICATION LINES ARE SHOWN FOR
STABILIZED TURF REFERENCE ONLY. CONTRACTOR SHALL DETERMINE EXACT
N a III
LOCATION OF ALL ELECTRICAL & COMMUNICATION LINES.
1 Inch - 60 R
PROJECT NUMBER
2731
DATE
February 16, 2010
DRAWN BY: Gq CHECKED BY:
REV SKINS
I D TII DI'SCRIPTIO\
SHEET 111 1
SITE LAYOUT
AND UTILITY
PLAN
SHEET NUMBER
C2.
1
u \
5
C.
r
1 sTaaK s
a.
I4
N CRITICAL
2 4'
I CONDUITS (Up) SLOPES
I ,- TECH. ROOM 4 TO WATER DRAIN BASIN NITFN SOLD 3
3
TOWER BUILDING. REFER TO TOP; SEE HOTS 7.
1 •` ELECTRICAL PLANS CII
MARK PAVEMENT FOR ONE WAY IINVERT OUT AT r
w s, (SECT. 620-
2, 1% 381 ,
CISTERN - 1245.
17
r
C. . #2
SIAPES
FLOAT CONTROI
TO FIRE TANKS
REF. EL
1
PLANS
UGE w 00
TO FIR PU
ELECTRICAL
3 \ / NY LINE
REFER
FIRE
2) 4000 ,
PULP. REFER TOPT1CTANKS
PAVE AREAS WITHOUT
1
PROTEC110N ORAL
PAVEMENT WITH
STANDARD OUTY PAVING
a, a
AND RESURFACE EI9STM 1 3000 GALLON
PAVEMENT AS NECESSARY BACKWASH SM
TAW WITH TRAIT
RATED UD. FLUSI
SM NN &
6' PVC FROM RANW/
HARVESTING
CONNECT
APPROX.
9
FROM CISTERN
INVERT O
CONNECTION - 1243.50
INVERT OTT- 1214.50
SEE NOTE &
C lilell
n/
w10NA STALE PLANE S01JTr1 ZONE
1. REFER TO LANDSCAPE PLANS FOR ALL LANDSCAPE A
MARDSCAPE MATERIALS.
2, REFER TO LANDSCAPE PLANS FOR PROPOSED GRADING AND
80REHOLES FOR GEOTHERMAL
SPOT
ELEVA7K*
M
SYSTEM; REFER TO MECHMMCAL 3. REFER 70 SHEET
C2.
2 FOR GRAINFIELD PLAN AND SEPTIC
DRAWMKLS FOR DESIGN DETAILS BEM
0E7AIL,
S•
IIIGA7KIN WELL ! IIDERGR011ND STORAGE TANK
4, REFER TO MEP PLANS FOR ALL ELECTRICAL. MECHANICAL. A
APPROXIMATE LOCATION)
PLUMBING
CONTRACTOR SHALL ROUTE
AL UTILITY
OF BUILDINGS.
LINET
SITE
CIR SHALL ROTE ALL UTL LINES TO
8.
0
ROUTE DRAIN FROM DOWNSPOUTS
OUTSIDE BUIDINGS
TO RAINWATER HARVESTING TAI( 0. REPAIR PAVEMENT TO MATCH EXISRNG AFTER INSTALLATION
SEE NOTE 7. OF EQUIPMENT IS COMPLETE.
UGE •/ CONDUIT FROM PANEL MP N
BUILDING TO MOP. REFER TO ELECTRICAL 0. REFER TO RAINWATER HARVESTING PLANS FOR RAINWATER
PLANS. HARVESTING SYSTEM DETAILS
HOPE FROM DOWNSPOUTS; FUTURE CONNECTION
7. CONNECT TO DOWNSPOUTS WITH III HOPE. ROUTE AROUND
A7,
APPROX. e FROM
MAIN HOUSE AS 94M ON PLAN. V ERE THE (2) 6 PPES
RA#
119NE$ CISTEiRNk INVERT 12411 1) CONVERGE AT NORTHEAST CORNER OF BUILDING. CONNECT
USING DRAIN BASIN WITH SOLD TOP. FROM DRAIN BASIN TO
1V9gR ISTERN- 1Z4SL33 RAINWATER HARVESTING SYSTEM, USE 6' HOPE
1
16,
000 GAL RAINWATER 0. UNDERGROUND UTILITIES ARE SHOWN FOR REFERENCE ONLY;
CISTERN A VORTEK FLIERS EXACT LOCATIONS TO BE COORDINATED N FIELD.
SEE NOTE 6. (PHASE 2)
ALL 2 DJ. WATER LINE
70 MAN HOUSE.
1•>
t2'
x2'
To
T))
EE22,'' (2) 2' 4W
B NDS. (LiE EGUPIEIT (E1F21T ", • •' PHASE 1
PANEL A NY UGE BOMA"
CONDUITS TO MOP & W EL ',' •.. '
INFER TO ELECTRICAL PLANS FOR
AI '••
CHANGES
I:
0. FUTURE. ' ^•
W
fR k `' • `•..
AREA DRAINS A
INSTALL 'ON= WAY' SIGN
4 PVC PIPES (TYP,) PER MU7C0 STANDARDS
k '`•.
REFER 70
LZ.
10 -M2
PHASE 2) (
SECT 903 633 )
5
PERVIOUS PAVERS
CRITICAL SLOPES Ci OONSiRUCTIGI
CI
1 0
TO
RCP TO /
WATER LIE,
10 IIDWER , '
NEW STANDARD DUTY
ASPHALT PAVNR
r 70 DETAIL
PHASE 2)
ca
mTRA
SA ROAD 1
9 • `• (
PHASE 2)
D BARN ' PROJECT AREA
h F.
F. -
1253.
61
MARK PAVEMENT FOR ONE WAY
TRAFFIC PER MU70D STANDARDS
SANITARY SEWER bULE
Structure# Description Top Inv. In Inv. Out Drop Draper Aden
House to Septic Tank
House Conn. - -
1269.
35 - Associates
HOUSE -CO4 6" PVC
11.
65 LF.
@2.
5%
C04 Clean -out
1280.
60
1269.
06
1269.
06
0.
00
C04 -0O3 PVC 82 9 L.
F.
@2.
5%
CO33
Clean-
out
1271.
50
1266.
99 126132
5.
67
CO3 -CO2 6 "PVC
109.
15LF. @21%
CO2 Clearl -out
1241.
00
1238.
40 123626
2.
14
CO2 -COI 6 "PVC
55.
47
LF.
@ 23%
col Clean -out
1226.
00
1223.
50 121650
7.
00
700 Hams Street, Suite E
STl -Col 6 "PVC 501.
F.
@ 10% ChartottesAlle, VA 22903
STl Septic Tank
1215.
00
1211.
50 T 434- 295 -0700 F 434- 295 -2105
Lower Barn to Septic Tank
W -dai-
008 Clean -out
1227.
00
1224.
75
1224.
75
0.
00 (5' From Barn) PROJECT TITLE
C08 -007 6" PVC
25.
59 LF. @3%
C07 Clean -out
1228.
00
1223.
99
1223.
99
0.
00 RESTORATION
C07 -MH1 6" PVC
51.
54
L.
F. @3%
OF MONTALTO
MHl Manhole
V16.
50
1222.
44
1213.
70
8.
74
MHl -MH2 6" PVC
117.
7 LF.
@1.
4% -
MAIN HOUSE
MI Manhole 3.
216.
33
1212.
05 121195
0.
10
MH2 -0O5 6" PVC
125.
7 L. F.
@1.
4%
CO5 Clean -out 1216.
00
1210.
14
1210.
14
0.
00 ALBEIVIARLE
COS -STN UPVC
14.
91
LF.
@ 1.
5% COUNTY VIRGINIA
STS Septic Tank
1215.
00
1209.
92
Tower to MHS
Colo Clean -out
1243.
50
1241.
40
123.
140
8.
00 (
5'
From Tower) CONSULTANTS
C010 6" PVC 57 LF. @20%
MHS Manhole 1226.50 1222.00 121370
8.
30 STRUCTURAL ENGINEER
Lipper Barn to MHl DUNBAR, MILBY, WILLIAMS, PITEMAN B
110 THIRD STREET, HE
C012 Clean -out 1260.
25
1250.
36 124636
4.
00 (S' From Barn) CHARLOTTESVILLE, VA 22902 -5224
0012 -Coll 6" PVC 42
L.
F. @85%
T 434- 293 5171 F 434- 977 5191
C011 Oean -out
1249.
00
1242.
75 1231175
4.
00
1
011 -MH3 6" PVC 92
L
F.
@17.
1%MECHANICAL ENGINEER
MHl Manhole
1226.
50
1223.
00 121170 9.
30 2- CONSULTANTS, INC.
100 10TH STREET HE, SUITE 202
Backwash Settling Tank to MH2
CHARLOTTSVILLE, VA 22902
BTl Backwash Tank
1225.
00
1222.
22
1221.
22
1.
00 T 434 F 434 977 1862
Tank -MH2 4" PVC
29.
15
L.
F.
@28.
2%
MH2 Manhole
1216.
33
1213.
00 ML95 L05 1RC14ITECT
GLAVE AND HOIMES ARCHITECTS
NOTE COG HAS BEEN ELIMINATED .
801 EASTMAIN STREET, SUITE 300
RICHMOND, VA 23219
T 804 - 649 9303 F BD4- 343 3378
A/
V CONSULTANT
AV WASHINGTON AVTIECTURE, INC.
1 EXPORT T_
STERLING, VA 20164 -4421
T 703 - 404 8900 F 703 - 404 8940
SAWCUT EXISTING '`.
LANDSCAPE ARCHITECT
PAVVEMENT AND ADD ` NELSON BYRD WOLTZ
NEW HEAVY OUTY 408 PARK STREET
ASPHALT PAVING AS
FARM R
CHARLOTTESVILLE, VA 22902
MOUNTAIN
T 414. 981 1358 F 434- 984 4158
SHOWN.
REFER TO DETAL TO -i ,
1
r •
SEAL
Jvg
1 4 ,
4,•
R4D' p
INSTALL 'ONE
W
AY' SIGN
I
b '
PER MUTCD STANDARDS mu
4y '
BB
C
SECT.
903.
6 33.)
O1 -
411
9/ J - SECT.
620-
2. FIG,
W-
21.) J 4
C.
r '
2 ) /•
DRAT
t
e •3 .' - , • PAVEMENT FOR ONE WAY
r /•
2
L
In 38 -21620-
TRAFFICPER MRUTOD STANDARDS
N
lf , ! C
a
R
E
EPTA
NT (EVENT .
2. .) ;
P / NEE A RECEPTACLE) A UGE (
SECT
OUN
70
ELECTM
AC Rµ
F.
F.-
1227.
23
Ct
I (
PHASE 2)
LIMITS OF CONSTRICTION
GF CONSTRUCTION
4
i ••••••• •••• • Dory i • INSTALL 'ONE WAY' SIGN /
RESIIIFA \
4 PER M= STANDARDS
1 PAVEMENT PHASE 2
PHASE 2) i' BOUNDARY (
SECT 903 533 )
ND
M;
MKN J
10.
000 TT7R
STORAG
SEE STRUCTURAL
DRAWINGS S1.
0 -
S3.
1
FOR PAD A WALL
DEMOUTON/
OOISTRUCIION
LINES TO K
INSTALLED N PHASE 2)71XT
FROM WATE R
BUILDING TO
RAINWATER CISTERN
1 AUX FILL LINE TO FIRE TANKS FROM
TAP • 1' LINE BETIEEIIN DOUBLE DECK
VALVE AT VAULT A RAINWATER CISTERN
SEE NOTE 6.
WAIF
APPROX. ;1 * 1 INTERMEDIATE
LOCATION) - PUMP STATION
FIRE SUPPRESSION '' .......t. '
i
WATER STORAGE TAN(
FOR TONER, UPPER
AND LOWER BARN N0. DALE DESOWTION
PHASE 2) 8 111 LOB & RMSE 2
PAVE AREAS WITHOUT PERVIOUS PA -
x_ t RN41 tI
BOIAD/
RY LIES
PAVEMENT WITH REFER TO L1.30 `............
NRESURFACE
EXISTING (
PHASE 2)
CRITICAL mom
LEGEND PHASE 1
PAVEMENT AS NECESSARY
MARK PI FOR TWO WAY
BOUNDARY
TRAFFIC PER MuTCD STANDAMS
PHA 2) NEW STANDARD
ASPHALT (SECT. 620-$ FIG. 36 -21.)
ASPHALT PI
REFER 70 DETAIL
lRAGTOR NOTE
PHASE 2) GRAPHIC SCALE PAVER
rOM!
S - -
ELECTRICAL & COMMUNICATION LINES ARE SHOWN FOR
STABILIZED TURF REFERENCE ONLY. CONTRACTOR SHALL DETERMINE EXACT
N a III
LOCATION OF ALL ELECTRICAL & COMMUNICATION LINES.
1 Inch - 60 R
PROJECT NUMBER
2731
DATE
February 16, 2010
DRAWN BY: Gq CHECKED BY:
REV SKINS
I D TII DI'SCRIPTIO\
SHEET 111 1
SITE LAYOUT
AND UTILITY
PLAN
SHEET NUMBER
C2.
1
C lilell
n/
w10NA STALE PLANE S01JTr1 ZONE
1. REFER TO LANDSCAPE PLANS FOR ALL LANDSCAPE A
MARDSCAPE MATERIALS.
2, REFER TO LANDSCAPE PLANS FOR PROPOSED GRADING AND
80REHOLES FOR GEOTHERMAL
SPOT ELEVA7K*
M
SYSTEM; REFER TO MECHMMCAL 3. REFER 70 SHEET C2.
2 FOR GRAINFIELD PLAN AND SEPTIC
DRAWMKLS FOR DESIGN DETAILS BEM 0E7AIL,
S•
IIIGA7KIN WELL ! IIDERGR011ND STORAGE TANK
4, REFER TO MEP PLANS FOR ALL ELECTRICAL. MECHANICAL. A
APPROXIMATE LOCATION)
PLUMBING
CONTRACTOR SHALL ROUTE AL UTILITY
OF BUILDINGS.
LINET
SITE
CIR SHALL ROTE ALL UTL LINES TO 8.
0
ROUTE DRAIN FROM DOWNSPOUTS
OUTSIDE BUIDINGS
TO RAINWATER HARVESTING TAI( 0. REPAIR PAVEMENT TO MATCH EXISRNG AFTER INSTALLATION
SEE NOTE 7. OF EQUIPMENT IS COMPLETE.
UGE •/ CONDUIT FROM PANEL MP N
BUILDING TO MOP. REFER TO ELECTRICAL 0. REFER TO RAINWATER HARVESTING PLANS FOR RAINWATER
PLANS. HARVESTING SYSTEM DETAILS
HOPE FROM DOWNSPOUTS; FUTURE CONNECTION 7. CONNECT TO DOWNSPOUTS WITH III HOPE. ROUTE AROUND
A7,
APPROX. e FROM MAIN HOUSE AS 94M ON PLAN. V ERE THE (2) 6 PPES
RA#
119NE$ CISTEiRNk INVERT 12411 1) CONVERGE AT NORTHEAST CORNER OF BUILDING. CONNECT
USING DRAIN BASIN WITH SOLD TOP. FROM DRAIN BASIN TO
1V9gR ISTERN- 1Z4SL33 RAINWATER HARVESTING SYSTEM, USE 6' HOPE
1 16,
000 GAL RAINWATER 0. UNDERGROUND UTILITIES ARE SHOWN FOR REFERENCE ONLY;
CISTERN A VORTEK FLIERS EXACT LOCATIONS TO BE COORDINATED N FIELD.
SEE NOTE 6. (PHASE 2)
ALL 2 DJ. WATER LINE
70 MAN HOUSE.
1•>
t2'x2'
To
T))
EE22,'' (2) 2' 4W
B NDS. (LiE EGUPIEIT (E1F21T ", • •' PHASE 1
PANEL A NY UGE BOMA"CONDUITS TO MOP & W EL ',' •.. '
INFER TO ELECTRICAL PLANS FOR
AI '••CHANGES I:
0. FUTURE. ' ^•WfR k `' • `•..AREA DRAINS A INSTALL 'ON= WAY' SIGN
4 PVC PIPES (TYP,) PER MU7C0 STANDARDS k '`•.
REFER 70 LZ.
10 -M2
PHASE 2) (
SECT 903 633 )
5
PERVIOUS PAVERS CRITICAL SLOPES Ci OONSiRUCTIGI
CI 1 0 TORCPTO /
WATER LIE,
10 IIDWER , '
NEW STANDARD DUTY
ASPHALT PAVNR
r 70 DETAIL
PHASE 2) ca
m
TRA
SA ROAD 1
9 • `• (
PHASE 2)
D BARN ' PROJECT AREA
h F.
F. -
1253.
61
MARK PAVEMENT FOR ONE WAY
TRAFFIC PER MU70D STANDARDS
SANITARY SEWER bULE
Structure# Description Top Inv. In Inv. Out Drop Draper Aden
House to Septic Tank
House Conn. - - 1269.
35 - Associates
HOUSE -CO4 6" PVC 11.
65 LF. @2.
5%
C04 Clean -out 1280.
60
1269.
06
1269.
06
0.
00
C04 -0O3 PVC 82 9 L.
F.
@2.
5%
CO33 Clean-
out
1271.
50
1266.
99 126132 5.
67
CO3 -CO2 6 "PVC 109.
15LF. @21%
CO2 Clearl -out 1241.
00
1238.
40 123626 2.
14
CO2 -COI 6 "PVC 55.
47
LF.
@ 23%
col Clean -out 1226.
00
1223.
50 121650 7.
00
700 Hams Street, Suite E
STl -Col 6 "PVC 501.
F.@ 10% ChartottesAlle, VA 22903
STl Septic Tank 1215.
00
1211.
50 T 434- 295 -0700 F 434- 295 -2105
Lower Barn to Septic Tank W -dai-
008 Clean -out 1227.
00
1224.
75
1224.
75
0.
00 (5' From Barn) PROJECT TITLE
C08 -007 6" PVC 25.
59 LF. @3%
C07 Clean -out 1228.
00
1223.
99
1223.
99
0.
00 RESTORATION
C07 -MH1 6" PVC 51.
54
L.
F. @3% OF MONTALTOMHlManholeV16.
50
1222.
44
1213.
70
8.
74
MHl -MH2 6" PVC 117.
7 LF. @1.
4% - MAIN HOUSE
MI Manhole 3.
216.33 1212.
05 121195 0.
10
MH2 -0O5 6" PVC 125.
7 L. F. @1.
4%
CO5 Clean -out 1216.
00
1210.
14
1210.
14
0.
00 ALBEIVIARLE
COS -STN UPVC 14.
91
LF.
@ 1.
5% COUNTY VIRGINIA
STS Septic Tank 1215.
00
1209.
92
Tower to MHS
Colo Clean -out 1243.
50
1241.
40
123.
140
8.
00 (
5'
From Tower) CONSULTANTS
C010 6" PVC 57 LF. @20%
MHS Manhole 1226.50 1222.00 121370 8.
30 STRUCTURAL ENGINEER
Lipper Barn to MHl DUNBAR, MILBY, WILLIAMS, PITEMAN B
110 THIRD STREET, HE
C012 Clean -out 1260.
25
1250.
36 124636 4.
00 (S' From Barn) CHARLOTTESVILLE, VA 22902 -5224
0012 -Coll 6" PVC 42 L.
F. @85%
T 434- 293 5171 F 434- 977 5191
C011 Oean -out 1249.
00
1242.
75 1231175 4.
00
1
011 -MH3 6" PVC 92 L
F.
@17.
1%MECHANICAL ENGINEER
MHl Manhole 1226.
50
1223.
00 121170 9.
30 2- CONSULTANTS, INC.
100 10TH STREET HE, SUITE 202
Backwash Settling Tank to MH2 CHARLOTTSVILLE, VA 22902
BTl Backwash Tank 1225.
00
1222.
22
1221.
22
1.
00 T 434 F 434 977 1862
Tank -MH2 4" PVC 29.
15
L.
F.
@28.
2%
MH2 Manhole 1216.
33
1213.
00 ML95 L05 1RC14ITECT
GLAVE AND HOIMES ARCHITECTS
NOTE COG HAS BEEN ELIMINATED . 801 EASTMAIN STREET, SUITE 300
RICHMOND, VA 23219
T 804 - 649 9303 F BD4- 343 3378
A/
V CONSULTANT
AV WASHINGTON AVTIECTURE, INC.
1 EXPORT T_
STERLING, VA 20164 -4421
T 703 - 404 8900 F 703 - 404 8940
SAWCUT EXISTING '`. LANDSCAPE ARCHITECT
PAVVEMENT AND ADD ` NELSON BYRD WOLTZ
NEW HEAVY OUTY 408 PARK STREET
ASPHALT PAVING AS
FARM R
CHARLOTTESVILLE, VA 22902MOUNTAINT414. 981 1358 F 434- 984 4158
SHOWN.
REFER TO DETAL TO -i ,
1
r • SEAL
Jvg
1 4 ,
4,•
R4D'
p
INSTALL 'ONE W
AY' SIGN
I
b '
PER MUTCD STANDARDS mu4y '
BB
C
SECT. 903.
6 33.) O1 -
411
9/ J - SECT. 620-
2. FIG, W-
21.) J 4
C. r ' 2 ) /•
DRAT
t
e •3 .' - , • PAVEMENT FOR ONE WAY
r /•
2
L
In 38 -21620-
TRAFFICPER MRUTOD STANDARDS
N
lf , ! C a R
E
EPTA
NT (EVENT . 2. .) ;
P / NEE
A RECEPTACLE) A UGE (SECT
OUN
70
ELECTM
AC Rµ
F.
F.-
1227.
23 Ct
I (
PHASE 2) LIMITS OF CONSTRICTION
GF CONSTRUCTION
4
i ••••••• •••• •
Dory i • INSTALL 'ONE WAY' SIGN /RESIIIFA \
4 PER M= STANDARDS
1 PAVEMENT PHASE 2
PHASE 2) i' BOUNDARY (SECT 903 533 )
ND
M;
MKN J
10.
000 TT7R
STORAG
SEE STRUCTURAL
DRAWINGS S1.
0 -
S3.
1
FOR PAD A WALL
DEMOUTON/
OOISTRUCIION
LINES TO K
INSTALLED N PHASE 2)71XT FROM WATE R
BUILDING TO
RAINWATER CISTERN
1 AUX FILL LINE TO FIRE TANKS FROM
TAP • 1' LINE BETIEEIIN DOUBLE DECK
VALVE AT VAULT A RAINWATER CISTERN
SEE NOTE 6.
WAIF APPROX. ;1 * 1 INTERMEDIATE
LOCATION) - PUMP STATION
FIRE SUPPRESSION '' .......t. ' iWATERSTORAGETAN(
FOR TONER, UPPER
AND LOWER BARN N0. DALE DESOWTION
PHASE 2) 8 111 LOB & RMSE 2
PAVE AREAS WITHOUT PERVIOUS PA - x_ t RN41 tI BOIAD/
RY LIES
PAVEMENT WITH REFER TO L1.30 `............
NRESURFACE EXISTING (
PHASE 2) CRITICAL mom LEGEND PHASE 1
PAVEMENT AS NECESSARY
MARK PI FOR TWO WAY BOUNDARYTRAFFICPERMuTCDSTANDAMS
PHA 2) NEW STANDARD
ASPHALT (SECT. 620-$ FIG. 36 -21.)
ASPHALT PI
REFER 70 DETAIL lRAGTOR NOTEPHASE2) GRAPHIC SCALE PAVER rOM!S - -
ELECTRICAL & COMMUNICATION LINES ARE SHOWN FOR
STABILIZED TURF REFERENCE ONLY. CONTRACTOR SHALL DETERMINE EXACT
N a III LOCATION OF ALL ELECTRICAL & COMMUNICATION LINES.
1 Inch - 60 R
PROJECT NUMBER
2731
DATE
February 16, 2010
DRAWN BY: Gq CHECKED BY:
REV SKINS
I D TII DI'SCRIPTIO\
SHEET 111 1
SITE LAYOUT
AND UTILITY
PLAN
SHEET NUMBER
C2.
1