HomeMy WebLinkAboutSP200000074 Plan - Submittal (First) Initial Site Plan 2000-11-06�
Scale: 1"=2000-'
�������
Standards and Specifications
1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.DDJJ ROAD AND BRIDGE
SPECIFICATIONS, DATED 1094.
2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.U.TJ ROAD AND BRIDGE
STANDARDS, DATED 1883,
3, VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL
AND WATER CONSERVAT0N, VIRGINIA EROSION AND SEDIMENT CONTROL
HAYN}B]{JX' THIRD ED|T0N, 1992.
4. ALBEWARLE COUNTY SERVICE AUTHORITY GENERAL WATER AND SEWER
SPECIFICATIONS,CONSTRUCTION ADOPTED JANUARY 15, 1898.
Site Data
OWNER/ DEVELOPER:
SYCAMORE HOUSE' INC.
PAVED AREA: 30'343 SF 31.0%
1108 W. MAIN orREF/
TOTAL IMPERVIOUS AREA: 42.406 SF 43.3%
OHARLOTTESV|LLE. VIRGINIA 22903
ZONING:
Co
TAX MAP / PARCEL:
TMP 45/158.TWP 45/159'TMP 45/160.TMP 45-107
MAGISTERIAL DISTRICT:
R|VANNA
SETBACKS:
BUILDING ADJACENT TO PUBLIC STREET ROW 30'
RESIDENTIAL: 32'018 SF 32.7%
PARKING ADJACENT TO PUBLIC STREET ROW 10'
TOTAL AREA: 97'865 SF 100%
BUILDING ADJACENT TO RESIDENTIAL DISTRICT - 50'
RECREATIONAL AREA TO BE COORDINATED WITH COUNTY AGENT
PARKING ADJACENT TO RESIDENTIAL DISTRICT 20'
MAXIMUM HEIGHT OF STRUCTURES: 35'
A 20' "NO CONSTRUCTION" BUFFER ZONE IS REQUIRED
Site Specifics
ADJACENT TO RESIDENTIAL DISTRICTS
DWELLING UNITS:
8 UNITS (5 APARTMENTS. 1 EX. COTTAGE)
PARKING REQUIREMENTS:
8 DWELLING UNITS x 2 SPACES/UNIT = 12 SPACES
13.514 G.S.F
OFFICE SPACE x 0.88 x 1 SPACE/200 SF ` 54 SPACES
CHARLOTTESVILLE, VA, DATED 11/15/95 REVISED 8/21/00, BENCHMARK:
TOTAL REQUIRED SPACES ` 08 SPACES
TOTAL PARKING PROVIDED � 06 SPACES
AREA STATISTICS
BUILDING FOOTPRINT: 12'862 SF 12.3%
BALLED AND BURLAPPED
PAVED AREA: 30'343 SF 31.0%
BOTTOM OF CURB
TOTAL IMPERVIOUS AREA: 42.406 SF 43.3%
CALIFORNIA BEARING RATIO
COMMON OPEN SPACE: 55'459 3F 567%
CALIPER
TOTAL AREA: 97'885 SF 100%
VDOT STANDARD CURB AND GUTTER TYPE 2
AREA USE STATISTICS
VDOT STANDARD CURB AND GUTTER TYPE S
OFFICE: 65.855 SF 67.3%
VDOT STANDARD CURB AND GUTTER TYPE 12
RESIDENTIAL: 32'018 SF 32.7%
DROP INLET
TOTAL AREA: 97'865 SF 100%
DIAMETER
RECREATIONAL AREA TO BE COORDINATED WITH COUNTY AGENT
DUCTILE |RIDN PIPE
MAXIMUM HEIGHT OF STRUCTURES: 35'
DOWNSPOUT
Site Specifics
EDGE OF PAVEMENT
FFE
FINISHED FLOOR ELEVATION
t DATUM: USGS.
FLOW UNE
2. TOPOGRAPHIC INFORMATION FROM ROUDABUSH' GALE & ASSOC, INC.
GROUND FAULT CIRCUIT INTERRUPTER
CHARLOTTESVILLE, VA, DATED 11/15/95 REVISED 8/21/00, BENCHMARK:
HIGH POINT
PK NAIL SET IN POLE ELEVATION 518.01.
INSIDE DIAMETER
3. BOUNDARY INFORMATION FROM PLATS OF RECORD BY ROUDABUSH' GALE &
ASSOC.,
INC. CHARLOTTESVILLE, VA' DATED 11/15/85.
MANHOLE
4. LAND USE: MIXED-USE: OFFICE/RESIDENTIAL
MAXIMUM
5. THIS SITE IS NOT LOCATED WITHIN A RESERVOIR VVATERSHED,
MINIMUM
6. NO PART OF THIS SITE LIES WITHIN A DESIGNATED 100 -YEAR FLOOD PLAIN.
MANUFACTURER
7. ESTIMATED TRAFFIC GENERATION: 240 (13.514 G.S.F. OFFICE) + 40 (8 APART.)
= 280 VPD.
8. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC
ROADS
AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL
NOT
EXCEED ONE HALF (1/2) FOOT CANDLE.
POLYVINYL CHLORIDE
8. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP VVH|OH EMITS 3'000 OR
MORE INITIAL
LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE
WITH FULL
CUTOFF OPTICS.
TO BE REMOVED
10, THE BUILDINGS WILL HAVE AN AUTOMATIC SPRINKLER SYSTEM AS A MEANS
OF FIRE
SUPPRESSION?
TDP OF CURB
11. THE BUILDINGS WILL BE ADA HANDICAPPED ACCESSIBLE.
TYPICAL
12, MAIL WILL BE DELIVERED TO
UNDERGROUND
13, THIS DEVELOPMENT WAS GRANTED A VARIANCE TO ALLOW FOR CURVILINEAR PARKING
AND DISTURBANCE OF CRITICAL SLOPES AS PART OF THE PRELIMINARY PLAN APPROVAL.
BARTELT OFFICE PARK
GENERAL CONSTRUCTION PROCEDURES 8 PROTOCOL
! THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER
ANDTHE BUILDING CONTRACTOR.
2� AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MA|NTA|NED,
ANO MADE AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR.
V� DEVIATIONS FROM, OR CHANGES TO, THESE PLANS WILL NOT BE ALLOWED UNLESS
` APPROVED BY THE ENG|NEER,
4. THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN ON
THESE PLANS, THE CONTRACTOR SHALL NOT USE SCALES, RULERS, 0V|DERS, MAP
WHEELS OR OTHER MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS
ON THESE DRAWINGS,
� THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP
TO THE EXISTING SITE SURVEY, THE CONTRACTOR SHALL ALSO VERIFY ALL
DIMENSIONS, SITE CON0T|0NS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY
THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE
COMMENCING OR PROCEEDING WITH WORK,
� THE CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING
SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, THE CONTRACTOR
SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS
FROM ANY AND ALL L|AB|L|TY, REAL AND ALLEGED. IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT' EXCEPT FOR LIABILITY ARISING FROM
"THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER."
l THE CONTRACTOR SHALL ADEQUATELY PROTECT EOU|PMENT, MATERIALS, AND
� COMPLETED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE
FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE,
� THESE PLANS D0 NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE
" OF UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE
'
CONTRACTOR SHALL VER|FYTHE EXISTENCE AND LOCATION OF, OR THE NON-
EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR NOTIFYING "MISS UTILITY" (1'800-552'7001).
� THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING
/
UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCT0NT0 PERMIT REVISIONS TO PLANS
IF NECESSARY. THE EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE
PLANS MAY BE ONLY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED
TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON AND ANY
OTHER EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR AEPA|A|NQ' AT HIS EXPENSE' ANY EXISTING
UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING
CON8TUCT|ON' STOP WORK IMMEDIATELY AND NOTIFY THE UTILITY C0MPANY, OVYNER,
AND ENGINEER.
�O. RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE CONTRACTOR'S EXPENSE
AND COMPLETED WITH THE SITE WORK. THE DEVELOPER SHALL BE NOTIFIED AS TO
THE RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION. ADEQUATE
AS -BUILT RECORDS OF ADJUSTMENTS WILL BE MAINTAINED BY THE CONTRACTOR.
V, CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY
LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING
DAYS, BUT NOT MORE THAN TEN WORKING DAYS' PRIOR TO COMMENCEMENT OF
EXCAVATION OR DEMOLITION.
12, BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE
CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS,
13. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT
ANY EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING
UT0T|ES DAMAGED DURING O[>NSTRUOT|0N. IF A UTILITY IS DAMAGED DURING
14, CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER.
ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTG, ETC.)
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENTS
SHALL BE MADE AS NECESSARY AT NO COST TO THE OWNER.
15.
ALL TURF AREAS OUTSIDE THE LIMITS OF WORK THAT ARE IMPACTED OR DISTURBED BY
CONTRACTOR VEH|OLES, EOU|PMENT, OR ACTIVITY SHALL BE REPAIRED, REGRADED,
AND RESEEDED
PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE
OWNER. PARKING FOR EMPLOYEE VEHICLES WILL BE ACC0K4UDATED AT THE SITE.
Albemarle County, Virginia
''! 1111111, oil 1911 � WN"111,11,11 i; ii�rl
Prepared -�
� ���'��mu�
�����v� :
�� �� Inc.�yca����r�� ����1Ns��v u�K�~
1108 W. Main Street
Charlottesville, Virginia 22903
CONSULTING ENGINEERS ° LANDSCAPE ARCHITECTS - LAND PLANNERS
8Q1EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22802
tele: 804.979.7522 fax: 804.977.1194
GRADING/EXCAVATION
1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN
ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL
PLAN AND, UNLE�SS OTHERWISE STIPULATED OR REO[}U|RED' SHALL BE
INSTALLED PR|0UR TO ANY CLEAR|NG, GRADING OR OTHER CONSTRUCTION.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING AN INDEPENDENT
EARTHWORK/GRADING ESTIMATE WHICH WILL SERVE AS THE BASIS OF ALL
CONTRACTUAL OBLIGATIONS BETWEEN CONTRACTOR AND OWNER. OWNER TO
NOTIFY ENGINEER OF THE OUTCOME OF CONTRACTOR'S EARTVV0RK/GRAD|NG
ESTIMATE.
3 CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL
MATERIAL THAT MAY BE NECESSARY IN THE COURSE OF CONSTRUCTION AND
SHALL BERESPOINS/BLE FOR THE DISPOSAL OF ANY EXCESS MATERIAL FROM
THE SITE, ANY SUCH EARTH -MOVING ACTIVITY IS SUBJECT TO THE APPROVAL
OF THE OWNER AND EN8|NEER,
4, UNLESS OTHERWISE SPEC|HED, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
ROCK BLASTING, NPP|NG, EXCAVAT|0N, TRANSPDRTAT|ON, PLACEMENT,
COMPACT|0N, EXPLORATION AND DISPOSAL.
5. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS
0F PAVED AREAS.
S. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR
DRAINAGE OUTFALL, PIPE SI -ALL BE MIN. 6^ DIAMETER AND CONFORM TO VDOT
STANDARD S8-1, NOTIFY ENGINEER IN ALL CASES,
7, ALL SLOPES AND DISTURBED AREAS SHALL BE FERT|L|ZED, SEEDED, AND
MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 21 WHERE POSS|BLE,
LESSER SLOPES OF 41 OR 3ETTER SHALL BE ACHIEVED. SLOPES GREATER THAN
3:1 WILL ALSO REQUIRE SL[pE STABILIZATION MATT|NG,
O. UNLESS OTHERWISE SPEC|FED, FINISH GRADES AT BUILDING SHALL BE A MINIMUM
OF S^ BELOW GROUND FLOOR INTERIOR FINISH FLOOR ELEVATION (FFE). GRADES
SHALL SLOPE A MINIMUM OF 5% AWAY FROM STRUCTURES TO A POINT WHERE
EITHER PROPOSED/EX|ST|NGGRADES' A DITCH OR OTHER MEANS OF CONVEYANCE
ADEQUATELY CHANNELS RUU-()FF AWAY FROM THE STRUCTURE.
9. PAVED, RIP -RAP OR STAB|LCAT0N MAT LINED DITCH MAY BE REQUIRED WHEN, /N
THE OPINION OF THE ALBEWARLE COUNTY DIRECTOR OF ENGINEERING OR HIS
DESIGNEE, IT IS OEEMEND NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL
10, ALL EXCAVATION FOR UNDE�GRDUND PIPE INSTALLATION MUST COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1920).
STORM DRAINAGE
1 UNLESS OTHERWISE NOTED, ALL STORM DRAINAGE PIPE TO BE HANCOR H| -C>. VDOT
STANDARD PIPE BEDDING DETAIL PB -1 IS REQUIRED WITH HANOOR HI -0 HIGH DENSITY
POLYETHYLENE (HDPE) PIPE
2, UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE
PIPE CLASS Ui
3 STORM DRAIN TOP ELEVAT|0MS SHOWN ON PLANS ARE TAKEN AT THE TOP FACE
OF THE L0VV POINT ON THE INLET.
4. STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN
ACCORDANCE WITH VDOT STANDARD ST -1. ALL DRAINAGE INLETS SHALL HAVE
A 2 -INCH LOCAL OEPRESS|CW.
5. UNLESS OTHERWISE SPEC|F�D. ALL RO0FDRA|NS SHALL BE TIED INTO EXISTING
AND/OR PROPOSED STORM SEWERAGE SYSTEMS. COORDINATE INTEGRATION OF
SYSTEM WITH ENGINEER AND SITE CONTRACTOR PRIOR TO CONSTRUCTION,
& ALL CURB INLETS SHALL HAVE A 2 -INCH LOCAL DEPRESSION AT THEIR THROAT TO
PROMOTE POSITIVE DRAINAGE TO THE INLET. ALL YARD INLET RIM ELEVATIONS
SHOWN ARE APPROXIMATE, FINAL ELEVATION SHOULD BE DETERMINED AFTER FINAL
GRADING AT THE TIME OF FINAL ACCEPTANCE OF THE PROJECT.
ROADS AND PAVING
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY
PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELAT ' ITEMS IN
ACCORDANCE WITH LOCAL AND STATE POLICY, PRIOR TO COMMENCEMENT
OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHTFV/AY.
INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT F-�* 3A|D
CONSTRUCTION SHALL BE OBTAINED FRONU THE VIRGINIA DEPA, ITMENT OF
TRANSPORTATION (HEREAFTER ABBREVIATED VDOT).
2. ALL PAVING AND DRA|NGAGE RELATED MATERIALS AND CONS1�J0T|ON
METHODS SHALL CONFORM TO CURRENT VDOT STANDARDS �'^}
SPECIFICATIONS UNLESS OTHERWISE NOTE0,
3. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT
SUBGRADE. CBR TESTS SHALL BE PERFORMED ON THE 3UBG3ADE SOIL,
IF A SUBGRADE SOIL SUPPORT VALUE OF 10 OR GREATER IS NOT O8TA|NABLE,
A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE ENG|NE=R.
4. ALL PAVEMENT MARKINGS TO BE REFLECTOR{ZED. ALL PAYENE0T MARKINGS
TO MEET LATEST VDOT SPECIFICATIONS AIND SHALL BE IN AC_�-ORDANCE WITH
WUTCD LATEST EDITION.
5. CONSTRUCTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL
BE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF
ENGINEERING (296'5861) 48 HOURS IN ADVANCE OF THE START OF
CONSTRUCTION.
O. TRAFFIC CONTROL OR OTHER REGULATORY/ SIGNS DR BAR|CX�ES SHALL BE
INSTALLED BY THE DEVELOPER WHEN, IN THE UP|W|UN OF THE DIRECTOR
OF ENGINEERING DR HIS DESIGNEE, THEY &RE DEEMED NECESSARY IN ORDER
TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR 0THER
REGULATORY DEVICES SHALL CONFORM VVUTH THE VIRGINIA MANUAL FOR
UNIFORM TRAFFIC CONTROL DEV|CES, LATEST EDITION.
WATER AND SANITARY SEWER
1, WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
AUTHORITY INSPECTORS, THE CONTRACTOR WILL BE RESPONSIBLE FOR
NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE: START OF
THE VV0AK
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED
WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE 3H0VVN,
ARE ONLY APPROXIMATELY CORRECT, THE CONTRACTOR SHALL' ON HIS 0VVN
INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER
AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE
COUNTY SERVICE AUTHORITY ON JANUARY 15' 1898,
4. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 2 FT. OF COVER
MEASURED FROM THE TDP OF THE P|PE, OVER THE CENTERL|N OF THE PIPE.
THIS INCLUDES ALLF|RE HYDRANT L|NES, SERVICE LATERALS, AND WATER
L|NES' ETC.
5. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
RDADS|OE0TCHES. C
'
O. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
'
7. 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 VV|TH3THE
REQUIREMENTS AS SPECIFIED IN THE A.O.S..A. AS -BUILT PLAN CHECKL|ST,
LATEST ED|T|DN,
8. ALL WATER MAINS SHALL BE CLASS 52. DUCTILE IRON PIPE UNLESS OTHERWISE
NOTED. '
0. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING TH� PROPER WATER
MAIN PIPE LENGTHS IN ORDER TO ATTAIN THE REQUIRED RADU.�
10, SANITARY SEWER PIPE TO BE SDR35 PVC, UNLESS OTHERWISE NOTED,
rA-
COVER SHEET AND NOTES 1
EXISTING CONDITIONS AND DEMOLITION PLAN 2
LAYOUT PLAN 3
GRADING AND DRAINAGE PLAN 4
UTILITY PLAN 5
LANDSCAPE PLAN S
Legend
ITEM EXISTING PROPOSED
BENCH MARK
r]�
PROPERTY-RoVV LINE
SETBACK LINE
CONTOUR
INDEX CONTOUR
BUILDING
FENCE
GUARD RAIL
PAVEMENT
TREE LINE
GAS LINE
WATER MAIN
WATER VALVE
STORM SEWER
SANITARY SEWER
INLET
MANHOLE
UTILITY POLE
TELEPHONE PEDESTAL
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
OVERHEAD TELEPHONE
EASEMENT
SVVALE/0T0H
RIP HAP
WATER METER
DUAL WATER METER
PEDESTRIAN PATH
DITCH MATTING
Abbreviations
-- -- --X-- --
n--`�--��-
______________
-e---o---u--
-"---p---W--
&_=---w---
---------------
____________
-,---s---x--
-----==--- [�
O-x-���-S--
)a
-OHE___'HE__- OHE_
-UGE__- UGE___UGE_
-OHF__- OHT___OHT_
____________
B&B
BALLED AND BURLAPPED
BD
BOTTOM OF CURB
CBR
CALIFORNIA BEARING RATIO
CAL
CALIPER
CG -2
VDOT STANDARD CURB AND GUTTER TYPE 2
O8-8
VDOT STANDARD CURB AND GUTTER TYPE S
CG -12
VDOT STANDARD CURB AND GUTTER TYPE 12
D|
DROP INLET
0A
DIAMETER
DIP
DUCTILE |RIDN PIPE
DS
DOWNSPOUT
EP
EDGE OF PAVEMENT
FFE
FINISHED FLOOR ELEVATION
FL
FLOW UNE
GFC|
GROUND FAULT CIRCUIT INTERRUPTER
HP
HIGH POINT
|D
INSIDE DIAMETER
LP
LOW POINT
MH
MANHOLE
MAX
MAXIMUM
MIN
MINIMUM
MFR
MANUFACTURER
Oc
ON CENTER
OD
OUTSIDE DIAMETER
OH
OVERHEAD
PVC
POLYVINYL CHLORIDE
RCP
REINFORCED CONCRETE PIPE
T#
TREE TO BE RELOCATED
TBR
TO BE REMOVED
TBS
TREE TO SAVED
TC
TDP OF CURB
TYP
TYPICAL
UG
UNDERGROUND
VDOT
VIRGINIA DEPARTMENT OF TRANSPORTATION
YD
YARD DRAIN
--------iO--------
S -
-------------------
B&B- - -
DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT
DEPARTMENT OF ENGINEERING
DEPARTMENT OF ZONING
FIRE OFFICER
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF HEALTH
VIRGINIA DEPARTMENT OF TRANSPORTATION
�
.
-
LOT
1
-All
45 PARCEL 169
N/F
WA TER BURTON
D.B.
407 p.457
D,6
392 ,o.576 (PLA T/
ZONED R-4
HOUSE
SERVICE —
PROVIDER
TP REMOVE
OVERHEAD
CABLE TV
J` r
1� !' ,F;,
Q I11
i 11 11 I 'iL 0 T 9A
, / r � r T.M. 45 PARCEL 157
x N/F KIINICO' L, C, / STORM MH
f / ;
F D.B. 1444 ;0 356 =
\ / ) '! If 1! I I 1V'` D.B. 1102i`p.210 (PL A rJ TOP 524.75
/ 18' INV, IN = 515.7
r ' I ` i ZONED /GO / / _
1 11 / ,,�,�1 �/ / 24' INV. OUT 514,9
/ i {; 11 /
I / S3� APPROXIIWA TE L OCA TION
O s I � `` p3 08 �� , / �" /PON FOUND OF 4 " WA TERL INE AND
/ t 799�X 20' SAN SEWER r 00 I
� / ' WATER EASENIEIVT
I e EASENI�NT /
I 12' TUL/P, I D, B, 900 pp, 245 '(PLAT/ �P/ / Dl -3B, L = 12'
,l P Pl AR .f /.:"'" �� TOP _ 1
. F 522,
A -
T M, 45 PARCEL 170 ' j X/ = = - " �� _
N/F L ANlTA N7, f<iNIBL E I ° $ iN6 5i�, 4
�a. -
D.B. 1582 .487 %� r CG 6 ��' S `� _ ~
r 1 l 0, Tt'P I � =\-
ll
D, B. 392 576 (PLAT)41 i' REM V ' '
ZONED R-4 ? lil l 9 / SECTI N k,' 70 - - - - - - ,.� . , . ; I /
x.80 -
4 ;` F'EA
f
I
/ I I
�,
JJ �l
r i
MANHOLE
{`
,
r
,`' :REM E
PAVE1v1ENT
-� , /, li,
` \I /.�, w , ,
Q �;
r/ ��� � `� REMOVE`
I /( ,' Q
r tC' ' I '/ � / ` I - ; , I 11�V_ / „ �/ 50 �c.6, '` ` PAVEMENT
y ,'� . ! � DEL T .q 93 °29 23' alo
SAN. /�1,H, / r;'a R=50.00' I �,'/'DEL TA 70°31'21" —� l a� �� (0 \
/0E F TOP= 533.24 \
0,14 y (NV.=529.04 , i A=81,59' @� / R.25, 00' ` ` _ ' J , ` �
I r'° (TO RE/l✓/AW) 28°17'56"V/ Q ',' A=30.77' CJ�
/ sI I �X/ r`'% S 83'�G;,'/ N65°52'47"Vr \_ ��
11 I , u a , L c=28, 87' / ; `�, S� �-
0 4 ED I S °17, „w e REMOVE ,` 15' GAS '`
/ 52 30„ 1;\ VDOT CG -10 ',' EASEMENT FOR j G RE VV�
�� / , �_'/ , 11
�(0 d. O O. 91' / r _ - SECTION`OF� �' �,
11 �� 209I , REMOVE EWER COMMERCIAL .' �_611
5 4 ' P. E, G,9 Sl INE
____-- 1 LATERAL AND. k \ \ENTRANCE ,', = - - ~�` �`l SAN N7,H
_ CLEAN0U1 , , / , I . _ G F � C 520.50
/r', " 'l (I f G / DEL 7`A 82°41'4/ / ,S'O; -,; l/I V=509�Z0
5 SAIL? LAT, ; { \ ; �, / ��o � (T REMA, /)
, r�_ / �, A z 72) " � "
� /!ii -1 Vii:; R=50;00' / � `\ - / j �D 6 GO RE I i//L
. f / J . 1, J I � � � Q� I . . �16' / -- ---- ; -
:,
,T2 LOT 10 I g EMOVE 1 RGP� ' , / _7V`59 4-7-3 Fr` 1- '�'
O , a
s '
N7 AR li 0 L c= 66.06' ' - _ . _ .. -. - - -- --
F c4I
T, 45 P CSL 158 ERTB NID C'
. E ./ `
T PROP � '`
1, • 11 - I NING`. PIPA. G r : ,`f
'7/
I REMAI
' �`�``
O LOC S'T I ' _ _ _ �OCAiT DN OF l
11
�'" T211
TBR ��, �_ L NE _
1 GA S
i t ; , ,
REMO / 4' PE l
.M
11
� `� l _
1 I I , ; , % - /
� u SA i1, L A T,
11
,
I / /'�' I
. :
i SALVAGE IM % `'\
!c, ° ;; i AND TOP GTION ' N` ' yo _ __
l i r En X25/ ; r; REMOVE ; FOR POSSIB � 4R%GNG SETBACK
O SLOPES SPLIT RAIL --- / `' REMOVE
1r
TY,p, FENCE E U g YREEMOVE
,.
_ AND GLEANOUTSS(2).
„,, ,;: ,
t
' / , i / , r .'" COMMERCIAL PLUG MANHOLE.
11 k
t
!7
m. >,11 i E /
r
i z REMOVE 1$" RCP AND / OP 528.7x,. ENTRANCE i0 /
r r / 1' l t ABANDON DRAINAGE - r y / rel ✓ 5,9.7 -
/ r EASEMENT / �� \�o' B �l /•�,
% ,,, /,'--,U�on✓G 1.
S i r I/ ,. �/ SETBACK /
_• _ O 22 ";RED / K i F � / ' � % 7 __,, '
Ill/ i/oA I i / / R 11 � / / l 20' SAN, SEWER
SHED EA SEMEN T
I S ,SNE / ® LOT 11 t, l''. D.B. 500 pp. 245 (PLA TI
T M 45 PARCEL 159 0
-
/ i , REMOVE DI -7 S ,�!, , i`
/ SALVAGE RIM ; / ORS i' �� �� D.B. 1444� / -
// I ' ANDfOP SECTfON o ST o p.356
_�� 1t00ta 1 +` / I 1 '' ( FORS POSSIBLE 1 `�° / �\ ��� j .
(� ; 16" ITULIP R -SSE (1 111 - t„, / _
1
POP1_. - -
-
11 11,
OHE_ O ; a h � / 1S / EX. X25°°
Rip /'-
_
/ 1,
t i :. ”- -.
-- O/'
. y , S_ OPES
, f / -
S3
; ,,,,�� , ` ,/ , DL / - 0 7 45 PARCEL 160
I ,
E,POLE r SER-1lICE PROVIDER
`-..a.` HE• 5�6g111" t' .► / TOP -536,2 R R _ N/F C D, HAAlMlIER
'.; 79A° E ___ D,8, `OHS - '' INVi 52 -_ _ TBR _- NES \ D.B. 1118 p.57
' CO
DO -G
11 // xTll� = x ZONED
La
r P ; i ':, -
_.
_
Y
' TYP '�
,>. , , . G?/ x _ ti
. , -.___ , , .,,_ .
4r , 1 ,; , - __ GUY TO BE .RESET,
O i
T1. ;" ,"t,, _ `�H_ _T0 AtLOW FOR_. - Q
<<
. - 1N
�� /
,, / l /,T,,,, _Y ... --
PR
/ I - - - - - - , ,
O P
,
h'� SEb LL GRAD
- -.1 I 1. I _/__
is �/ .
'' 39
°3
/', Z 230, _ .. ._._
nRa.
T6
/� _
12; HICKORY
/''i `�- O D-0. B GE -
�,,,� - .
Ir "
A
i� ,/ t ,A - , R y p. 72 D/Oq 7jZ /T , 90.00 - � 1
,r
, / E: __/ 11
,� , -- _
+`1H
11 1,
, _ _.
�' T B 3
T8 1
U FS'Ol EPOLE `
, '11,W
'�
11 ,
11 11 i
' AL UT
I
K
.-J "' 1, 1, 11
11 °
I w f, \ , ` - t5� H
�O
" I I/ I ,1 �� / 11 , ; , I _, I I'll, ,,, - , o
i/ \ / V � /, it_ / -1 ( 11 "\. / 'i 1, I!I ��'''+.,, ,
v 4 �
ti '" . /" ,, o f, S/�IGLE STORY TBR '�-
Z cy h / C1 T 20 LANDSCAPE ARCHITECT _`�_,
r' TBR PROPANE FRAME RESIDENCE 12" PrfOTIRIIA
O , '/ _ rM 45 f'.�RCEL'? 167 TO DETERMINE IN FIELD , -
! U1 / 4" B. PFA T',4NK - ? '' S:HED
o! !, / "\I J / N/F SY,CAMORE HOUSE WHICH LEYLAND CYPRESS (TO REMAI,tI)
O
ooi . / 4� D.B, 8�2 p, 727,' W THIS AREA TO BE SAVED L �,
(To R N1Aln1)
11 I
// ✓F
6, s � �I / / PROPANE
/ CCS // O r g SEPTIC TANK -_ T1jNK-TBR
f j• i TO BE REMOVED Q4 T9
t� - , , / SEE NOTE 3 � I ,
S f � `REMOVE i t L T 19
O � q,, ASPFj�tLT P o- � T,M, 45 P,4 EL 166
- P A R;K I N G � fi H N/F HN B TEL T
! 36 SYCAMORE 11 _
11 /11/( AR�p ;"I I
-
�I D B 6 p 36
TBR
" 5- 20' PHO -1/111/1
,f
,7
1
I 11
;� LOT 18
,) T All', 45 PARCEL 165
/ C. D. N,A�✓1MER
�` �f i'
✓ / I CO,�IC. COVER NI 11 -11
/ ; ' R E M0 V E A D D,3, 855 p. 577
,. r A SEPTIC SERVICE PROVIDER STOCKPILE' y: "" '
- _- TO__ R-EMOV-OV-ER_HEAO - � ZONED CO
2, J
/ r / -Y,,
/ � t
�, ,
` 4p,,_,
I , � / / � ', ,, ,
"' /� / � "; - r � �,,' ; , , " �,�� , "; , , , , , , , �, , , � "
`` of r
UTILITY LINES AND SOAPST�3NE A.
SIDEWA,CK 36" WHILE r I i1
UTILITY POLES;TYP.,F OAK + `� 1
` ` z , 'T10 -�,-
` — 1 ,
1 ff
� illHlT
VA, NU✓�H t� r a,
54 ' 01 E ' ,
PER N9A NE,N T EASEMENT A. ,_ P, - L T -^- ---_
11 TBR OAK LANDS APE REMOVE DEMOLITION NOTES
<,
1 l� PARKING ? S!nIGL E STORY - 22" WHIT j EA > i' ASPHALT
1
VDOT PLANS ,, 1. WATER, SANITARY SEWER, ELECTRIC, TELEPHONE AND CABLE TV SERVICE SHALL BE
.�- .; '"- � AK Alti`D 1. AR DRIVEWAY
0631-002-185-0501
+ 1.FR.4iv%c RESIDENCE - _ 1 ,' t' MAINTAINED, OR INTERRUPTIONS OTHERWISE COORDINATED WITH OWNER, TENANTS,
'l =�' MALL CEDAR ,,
F, F, = 552,1 °" a -` - - �` ,
"" � r '" �' ASSOCIATED AGENCIES AND SERVICE PROVIDERS,
TBS �O N(TO REMAIN/ x.;.1,y \ O - " ,
T V. T, P, a. 1. ' ^ `( R' R ii'
TULIP ; - - I , ` " ---- 30' B(1j .,`;, T o 2. CONTRACTOR TO DETERMINE, THROUGH THE OWNER, THE STATUS OF POTABLE WATER
24, OAK , I — . LD//VG SETB/CK SUPPLY To EXISTING STRUCTURES AND COORDINATE ANY TRANSITION BETWEEN EXISTING
POPLAR /' 20' N4 ° i; + >O - -- _ ____ >
3 X30"(� r - d AND PROPOSED SYSTEMS.
__
�; T20 m -`
- - r
D. /, 7
I ,.,ti 7 �� - 1,,
TOP = 558.7 66, 2 ,; , ` ' e ' r DJ ?A IIVA GE EA SEiL1EN T /' "__.`-- t,. - - '`
7t 2�� ,
O _� ! / , 3. CONTRACTOR TO COORDINATE WITH OWNER REGARDING LOCATION OF ALL ON-SITE SANITARY
INV = 553.4 - I VDOT , LANS
0
<,- ,`s r „ DRAINFIELDS. SANITARY DRAINFIELD SYSTEMS TO REMAIN INTACT UNTIL 1
° ;� — 0631-002-185-050 TIME AS NEN
84' 15 RCP T� 2.86/ --- ': '"'`�""., ` N39° JI, ', 1 1 / (. „ SUCH
-------
_ "''- �`' PUBLIC SANITARY SEWERAGE HAS BEEN EXTENDED TO EACH SUBJECT PARCEL.
----- --,- _� ____-_ _ _ __ 323 9,,
(�-------�- f j l_� 4,1 x00,7 TI i 18 T17`^ -----_ Q ,, ASPHALT' ; „
_ (7/,
t D.,. 7 - _ , -, O r`_� - DRIVE 4. CONTRACTOR TO VERIFY STATUS OF EXISTING PROPANE TANK AND COORDINATE ITS REMOVAL
:,,.
TOP 553.5. -- - `_; _ ,- - - _ - J36' 9, '' 1--�'�G'1�,41- z :4q q ",,T11
_ --_r5 RCP T. POLE'' T F`15' - s OR RELOCATION WITH OWNER AND ANY ASSOCIATED SERVICE PROVIDER,
---- I,NV = 551,1,70 , _ , -� - --- - POLE -__, `
---,--. __ --_ /�1 6,>%` E 5 T14 T13 . ,_ . ,
- i , / ( -0 REMAIN) - _ _ - - � 1/It` -` _ a --- ;t ;;
CG -10 - -
_,_ _ - _
_,
„,. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _� _ __ - _ - - - _- - _ ��-; -1. S. CONTRACTOR SHALL COORDINATE ALL UTILITY LINE ADJUSTMENTS 0 --------, --- - - ---- --- --- ----- _-_ ___,_____- LO�`3''--o S TS WITH SERVICE PROVIDERS.
_ -
_,
--------
3
12
_ _ _ _ _ _ _ _ _ _ J �� - _ a ,_- _ _ _ yam_- _ _ - - _ _ 2 _ _ _ _ Ill1, }, `N11 „ 6, CONTRACTOR TO COORDINATE ALL WORK WITHIN ROAD RIGHTS-OF-WAY WITH UDOT.
CG 10_
1. TYP7 (r0 BE REMOVED), TBR D, /, 15" ROP- &3,,.- °°- -7-_------�-- _-- -- - - T'EL, ;PED,
/" 2 - 16' LEYLAND ,i TOf' 550,8 � + = --__ "--- --_ _ _ 7. LANDSCAPE CONTRACTOR SHALL COORDINATE ALL TRANSPLANTINGS {EX, T6) WITH LANDSCAPE
CYPRESS �' FL 7W = 550.5 '` \ D,.`. -3A - --_- == ARCHITECT PRIOR TO CONSTRUCTION. REFER TO LANDSCAPE PLAN FOR SPECIFIC LOCATIONS
�f` �j R/ %� ,Iil�li/ = 5427 Q, TOP = 547.05 CG -10 -� - =7=_ L--- OF ALL TRANSPLANTED MATERIAL,
�� ��" `� `" REMOVE SECTION =s INV IN = 539.55 /TO REMgIN) _
i OF CG -7 / POWER � \ (TO REMAIN).•'
(R, O. W VA RIES) RET, WALL , � :'PERMANENT E4 S MENT /'`
JOINT TO JOINT.
jT0 REl9AlN) U.i' r`` VDOT PLANS '. �` 8, ///. PK NAII L _____ --- - -
/ ,` �: 0631-002-1,55-,V501 /N POLE -------------------------
'11,-- - - - �X. D� LO N /✓ ELEV=552,4
MANHOLE SALVAGE4_ n
RIM AND TOP SECTION �- ,11 ---- - ____________ ,CONTRACTOR TO SET
FOR POSSIBLE RE -USE ,` m€t�t p.R�tAnIFnIT RFnlrunnARi�
SERVICE PROVIDER TO
REMOVE OVERHEAD ,-,f'
UTILITY LINES
(SEE NOTE 6)
Scale 1"-20'
Contour Intervak2'
0 20 40 80
,/9RJ1
McKEE CARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
804-979-7522
www.mckeecarson.com
McKee Carson and Field Sport Concepts, Ltd.
reserves its common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any form
or manner whatsoever, nor are they to be
assigned to any third party without first
obtaining the express permission and consent
of either McKee Carson or Field Sport
Concepts, Ltd.
Scale:
H:1" = 20'
Date:
11/6/00
Project No.:
9923
Designed:
AGF
Checked:
MEK
ii��ii
.,-.4
, 1
lrr`---LI�.
9
A
pj�,
f,-�
a)
,-C)
I,--1
4.,.�
4
U)
10-1X
Scale:
H:1" = 20'
Date:
11/6/00
Project No.:
9923
Designed:
AGF
Checked:
MEK
ROUSE
S
-.. `'yam! 03 ,
ro'`�a mac'
R �'Op
OS
6f? 66
146 7�0�i`��
R 25'
VDOT CG -10
STANDARD —
COMMERCIAL
ENTRANCE
250' TO RT. 659 1 600' TO BERKMAR DR,
WEST 8110 i --i OA
iR. S,1/(/. VARIES)
EX, STANDARD
COMMERCIAL —/
EIV TRANCE TO
REN1A //V
RAD)q, L �
- STANDARD
VDOT CG -10
COMERCIAL
ENTRANCE
DEL TA 9302923"
R=50.00'
A=81.59'
S28 ° 17'56 " i2/
L c_ 72.83'
DEL TA 82'4 I'd 1 "
8=50:00'
501
DEL Ta 70'3121"
R=25.00'
A= 30, 77'
IV65 °52'47" W
— L c=28.87'
�O
A�72,16
IV59 °d7'36„ 0
L c= 66 06' ,.
pG SETBACK.. _.
THIS DEVELOPMENT CONCEPT PROPOSES THE CONSOLIDATION OF 4 PARCELS INTO 3,
INCLUDES ADJUSTMENT OF EXISTING PROPERTY LINES, AS SHOWN ON THIS SHEET,
AND THE SHIFT OF EXISTING RESIDENTIAL USE OF COMMERCIALLY -ZONED PROPERTY
FROM 2 PARCELS TO A SINGLE TRACT.
ALIGNMENT OF MAIN ACCESSWAY IS PARALLEL TO SIDE OF LARGER EXISTING RESIDENCE,
ALL BUILDINGS EXCEPT SMALLER EXISTING RESIDENCE ARE PARALLEL TO ON ANOTHER.
Ii�
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
804-979-7522
www.mckeecarson.com
McKee Carson and Field Sport Concepts, Ltd.
reserves its common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any form
or manner whatsoever, nor are they to be
assigned to any third party without first
obtaining the express permission and consent
of either McKee Carson or Field Sport
Concepts, Ltd.
CU�R61// TYP.
Scale:
Sag '32'3 L /
`E
Rate:
..:..:.... 0
Project No.:
g
Resigned:
i
PRIVACY
Checked:
FENCE
TYP.
PATIO
TYP,
��
C/), `
CID
3.5 Typ a Q
'
Q)
r� -
rYp,
�V
TIE TO -
-
EXISTING
_ . SIDEWALK
EXISTING RESIDEI
(TO REMAIN)
FFE: 552.10
R �'Op
OS
6f? 66
146 7�0�i`��
R 25'
VDOT CG -10
STANDARD —
COMMERCIAL
ENTRANCE
250' TO RT. 659 1 600' TO BERKMAR DR,
WEST 8110 i --i OA
iR. S,1/(/. VARIES)
EX, STANDARD
COMMERCIAL —/
EIV TRANCE TO
REN1A //V
RAD)q, L �
- STANDARD
VDOT CG -10
COMERCIAL
ENTRANCE
DEL TA 9302923"
R=50.00'
A=81.59'
S28 ° 17'56 " i2/
L c_ 72.83'
DEL TA 82'4 I'd 1 "
8=50:00'
501
DEL Ta 70'3121"
R=25.00'
A= 30, 77'
IV65 °52'47" W
— L c=28.87'
�O
A�72,16
IV59 °d7'36„ 0
L c= 66 06' ,.
pG SETBACK.. _.
THIS DEVELOPMENT CONCEPT PROPOSES THE CONSOLIDATION OF 4 PARCELS INTO 3,
INCLUDES ADJUSTMENT OF EXISTING PROPERTY LINES, AS SHOWN ON THIS SHEET,
AND THE SHIFT OF EXISTING RESIDENTIAL USE OF COMMERCIALLY -ZONED PROPERTY
FROM 2 PARCELS TO A SINGLE TRACT.
ALIGNMENT OF MAIN ACCESSWAY IS PARALLEL TO SIDE OF LARGER EXISTING RESIDENCE,
ALL BUILDINGS EXCEPT SMALLER EXISTING RESIDENCE ARE PARALLEL TO ON ANOTHER.
Ii�
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
804-979-7522
www.mckeecarson.com
McKee Carson and Field Sport Concepts, Ltd.
reserves its common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any form
or manner whatsoever, nor are they to be
assigned to any third party without first
obtaining the express permission and consent
of either McKee Carson or Field Sport
Concepts, Ltd.
I 1 Sheet No.:
Of: 6
Scale:
1I: 1" = 20'
Rate:
11/6/00
Project No.:
g
Resigned:
AGF
Checked:
MEK
I 1 Sheet No.:
Of: 6
Scale:
1I: 1" = 20'
Rate:
11/6/00
Project No.:
9923
Resigned:
AGF
Checked:
MEK
I 1 Sheet No.:
Of: 6
STORM 11,fH
TOP = 524.75
18 " INV. IN = 515.7
24" INV OUT = 514.9
52 -
D/- 30, L - 12'
TOP = 522.1
IN V. = 512, 4
NO PARKING
LOADING ZONE
SIGN
— 2 0' DRA INA GE
AND/OR UTILITY ES'M7
D.B. 414 p,323
WESTdo/, /�/ /-� CONVERTED FROM �_ VA. OWrR GADE EXISTING jTO REMAIN)
EST li J 0 ROA LJ . EXI'STING INLET.
REPAIR PAVEMENT BY PERMANEPJT EASEMEItIT
(R, O, VV, VA RIES) VDO T PL APVSSAW-CUTTING EDGES ANp X631-002-185
-0501'RECONSTRUCTING PAVEMENT _ ... _
TO MATCH EXIST. SECTION, AND/OR
POUR PROPOSED- CG -10 AR_O.U.ND
NEW TOP CONFIGURATION.
20' SAN. SEWER
EASEMENT
D.B. 1500 pp. 245 (PLAT)
Scale 1"=20'
COO/9/7-
Contour Interva1=2'
0 20 40 80
Avir.,
McKEE CARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
804-979-7522
www.mckeecarson.com
McKee Carson and Field Sport Concepts, Ltd.
reserves its common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any form
or manner whatsoever, nor are they to be
assigned to any third party without first
obtaining the express permission and consent
of either McKee Carson or Field Sport
Concepts, ltd.
f
4 4
,r
e�
W
STORM 11,fH
TOP = 524.75
18 " INV. IN = 515.7
24" INV OUT = 514.9
52 -
D/- 30, L - 12'
TOP = 522.1
IN V. = 512, 4
NO PARKING
LOADING ZONE
SIGN
— 2 0' DRA INA GE
AND/OR UTILITY ES'M7
D.B. 414 p,323
WESTdo/, /�/ /-� CONVERTED FROM �_ VA. OWrR GADE EXISTING jTO REMAIN)
EST li J 0 ROA LJ . EXI'STING INLET.
REPAIR PAVEMENT BY PERMANEPJT EASEMEItIT
(R, O, VV, VA RIES) VDO T PL APVSSAW-CUTTING EDGES ANp X631-002-185
-0501'RECONSTRUCTING PAVEMENT _ ... _
TO MATCH EXIST. SECTION, AND/OR
POUR PROPOSED- CG -10 AR_O.U.ND
NEW TOP CONFIGURATION.
20' SAN. SEWER
EASEMENT
D.B. 1500 pp. 245 (PLAT)
Scale 1"=20'
COO/9/7-
Contour Interva1=2'
0 20 40 80
Avir.,
McKEE CARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
804-979-7522
www.mckeecarson.com
McKee Carson and Field Sport Concepts, Ltd.
reserves its common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any form
or manner whatsoever, nor are they to be
assigned to any third party without first
obtaining the express permission and consent
of either McKee Carson or Field Sport
Concepts, ltd.
4 4
e�
W
r_r
H
4�
�
rTrrTT��
TIE INTO EXISTING W.L.
REPAIR PAVEMENT BY
SAW -CUTTING EDGES
AND RECONSTRUCTING
PAVEMENT TO MATCH
EXIST. SECTION.
9nv caA/ cF71d/lETeN':
RELOCATE
EX. 4" WATER
VALVE--\
...... i._ _.... _,.., F ; -� f j .. w.� �. , � -: fed --.., 4_. : �` . t rw--. Y, ,' •,;. �„,� ,\. ,\
�# ,,vim _. ':9 �. 1• .
� . �' r � � _. -�,. I .;.. � , . � , ,•! % � ,,' \ � 20' SAN SEWER
Y
r
/
e
1
PRdMAR P .W� R
r EA SEMEN � T
l - / 4 , C4N�7UlT
S V
/ !—
. J" n STUB 8 . _ _ / ,. :,... , . i,.3 •� � D. B, J500 .245 PLM T
> .,PHONE \ � ... ,... _.. / , { -� . , P ( I
s, ,� 1
UNDER RIVE. :
AND CA6L S R IC < J PUC SAKI. II /
I F - ! t t ''f
t�' liV /6.. ... .. ..:. .. .. .. .. -', -' '.: �. $ : f/ '-,� , ✓� - ..
Contour Interval -2'
20 40 80
flr.r
, / 9 McKEE CARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
804-979-7522
www.mckeecarson.com
McKee Carson and Field Sport Concepts, Ltd,
reserves its common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any form
or manner whatsoever, nor are they to be
assigned to any third party without first
obtaining the express permission and consent
of either McKee Carson or Field Sport
Concepts, Ltd.
Scale:
H:1" = 20'
Date:
11/6/00
Project No.:
9923
Designed:
AGF
Checked:
MMEK I J
n�
U
Scale:
H:1" = 20'
Date:
11/6/00
Project No.:
9923
Designed:
AGF
Checked:
MMEK I J
Landscape spe
TREE CANOPY CALCULATION
TOTAL SITE AREA
2.25
AC
98,010
SF
TREE CANOPY REQUIRED (10% OF SITE)
0.23
AC
9,8101
SF
TREE CANOPY TO BE PRESERVED
0.39
AC
16,935
SF
ADDITIONAL TREE CANOPY NEEDED
0.00
AC
0,00
SF
GENERAL LANDSCAPE CALCULATIONS
STREET TREES REQUIRED (5377501 11
EXISTING STREET TREES TO REMAIN 31
STREET TREES REQUIRED 13
SCREENING TREES REQUIRED N/A
PARKING LOT TREES REQUIRED (66/10) 7
NEW SCREEN
TREES; T`(P.
TRANSPLANTED
TREES; TYP.
s�.
N
22" RE
QA92,
Scale 1"=20'
Contour intervak2'
20 40 80
r�
c EE CARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
804-979-7522
www.mckeecarson.com
McKee Carson and Field Sport Concepts, Ltd.
reserves its common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any form
or manner whatsoever, nor are they to be
assigned to any third party without first
obtaining the express permission and consent
of either McKee Carson or Field Sport
Concepts, Ltd.
rr�
l�