HomeMy WebLinkAboutSDP200800160 Plan - Other (not approved) 2008-12-22SANITARY SEWER STRUCTURE SCHEDULE
ID I TYPE
TOP
ELEV
INVERT
IN
INVERT
OUT PIPE DESCRIPTION
EX. 1 1633.24 529.04 529.24
3 TOIL€YS
1 URINAL
EX. RESIDENCE (TO BE 2 SINKS
83.40 LF 8" PVC FM 0.67 e
5-1 1 1537.76 530.00 529.80
2 SINKS
L49.00
1 SHOWER
147;70 LF 8" PUC 0 7:66°
MH -1
X5 APARTMENTS) 2 TOILETS
541.31
2 SHOWERS
Fixture Count
10,0009F OFFICE BUILDING 8 SINKS
d`
6 TOILETS
r
2 URINALS
2016SF OFFICE BUILDING 4 SINKS
MMF
3 TOIL€YS
1 URINAL
EX. RESIDENCE (TO BE 2 SINKS
CONVERTED) 1 TOILET
1 SHOWER
EX. RESIDENCE 2 SINKS
1 TOILET
1 SHOWER
APARTMENT BUILDING 3 SINKS
X5 APARTMENTS) 2 TOILETS
1
2 SHOWERS
1 DISHWASHER
fir_
1 SPIGOT
Jig ?VjA9
wow 2
PHASE 1 GRADES TO TIE
INTO EXISTING GRADES
PHASE 1
LIMITS EQUALS
PROPERTY LINE
PROPOSED UTILITY POLE.-
POINT
OLE-
POINT OF TRANSITION
FROM UNDERGROUND
TO OVERHEAD SERVICE.
UTILITY EASEMENT
t O tf /
t \ *) l/ 1
i
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r
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Date:
MMF
9923
AGF
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I
E07 AIIIIIIMII0011_Ml
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STORM MH
TOP S 524.75
Dom. 500 pp. 245 (PLA71J / / i J 18" INV. IN = 515.7
204" INV. OUT : 514.9
RK(. MF} P `•T J ( / \
nue rnrdet tom. , tan3.
In
a EX, SAN
L 12 MANHOLE
P 5221 { j
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51241`
7
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IN 509.70
PHASE 1
LIMITS
1y' 1 \`
1
1 + 20' SAN, SEWER
SEMENEA
D B 4Iwo°`
c
E , S 15000 P
4`
7g .
Vim` J
PHASE 1 / !r 1 / /: t
LIMITS EQUALS yr ' / . ,'./ `
t1 / .•. !
p a/ • 0
PROPERTY LINE /r,,,l}\ I "; / ! I r7 W 5,,.,r• W ..
1
t--_._. -^``
w
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PHASE 1LIMITS. OF 20' / / S 4Z4 p UIII SIRFWALI c LIMITS EQUALSNO.CONSTRUCTION" t
BUFFER. DO NOT r•' ' / / :1,: ? WW I 9 (
PROPERTY LINE
DISTURB. f p / / d ( 1
20' DRAINAGE41AND/OR UTILITY ES'MT~
r `
DO. 4NVw .20
TAKE OVERHEAD POWER UNDERGROUND
TO NEW PAD MOUNTED TRANSFORMER.
r h i •',
R "'" ``"'"
SERVICE
ORMAND D
PROVIDER
PO
PROVIDE
EX NO(/SE EX. SHED Notes
UNDERGROUND Fad \
I t C9
POWER, PHONE AND ` ' ai p, J {1(}F , , h'." \, a I. , 1. ALL ELECTRICAL CONDUIT FOR DOMINION VIRGINIA POWER AND SPRINT/CENTELPROPOSEDCABLESERVICETO 't <'- !- ZA SHALL BE PROVIDED BY SERVICE PROVIDER AND INSTALLED BY CUSTOMER. WATER " /
p TBUILDINGINSAME /r + lJ \ 4 /. F
CO S1 " { 3:, . ;, ,' a / MIN. 10'
I r.'` 1 ` PHASE 1 SERVICE PROVIDER SHALL PROVIDE PULL WIRES TO CONTRACTOR. EASEMENT TRENCH; TYP. „ / ! $+ SEPARATION rO p LIMITS EQUALS CONTRACTOR SHALL TURN UP AND CAP ALL CONDUITS. J , ,,
VA, POWER t " / EM r h 1 ;' PROPERTY LINE
PERMANENT EASEMENT 7 ' nn` . °
r
t/ ' WM _ s _ { i , 2' GAS SERVICE TO BE INSTALLED IF NEEDED BY SERVICE PROVIDER. 20' WATER f( i/, i
10' VDOT PLANS h * l 4
EASEMENT r / +
k
0631-002-185-0501 / - / 1 Y } I t tt
t }' 3. GM(A) REPRESENTS 3 METERS OVER 3 METERS
t t _ _ . A 30' UTILITY ( t /
t );
POINT OF TRANSITION i I, l„ \ L ,- j t A h,
GM{B) REPRESENTS 1-3 METERS ALIGNED AS NEEDED
EASEMENT / tt t / 7 t/t EM REPRESENTS ELECTRIC METERSFROMUNDERGROUND0 +u ,.: a:; ;_ / i 1
TO OVERHEAD SERVICE.
UGE
F \ 4, TYP. d tt t / J / 1 / p EM/H REPRESENTS HOUSE METER WITH TYPICAL METERS IN THIS LOCATION1tic / s PED REPRESENTS TELEPHONE PEDESTIALk '% i ` EX eu r)0 I I / / i f 1 7 T4 REPRESENTS PHONE. SERVICE BOACa -fa , 1 .. C - __fl , WAI i tt !/ 7 i n
r " « _ _ \ L__ W -__ .,/ R4S°;g5 t: - -_-._ 1 4. NO CHARGES APPLY TO PLACING BURIED SPRINT/CENTEL CABLES.
8'X6" TEE ._... D.I. . -iy ' "" s t} ' a W I
EMEN / xLsC
Dl4A/NAGE EAS TFHATOP = 558.7 0 / ; r -- ' r i I 1 P 5. SPRINT/CENTEL AND ADELPHIA CABLE SHALL UTILIZE JOINT -USE DITCH
I )
INV. a 55
W _
I fI I
WHEREVER POSSIBLE TO BOTH EXISTING AND PROPOSED BUILDINGS.
r - NI84' 15" -RCP a 2.86%Q 4 _.. _,-. r ` / /
0631 002 i85 0501
136'
1 x S°t"s t6• ALL SLEEVING SHALL BE A MINIMUM OF 4" SCHED. 40 PVC UNLESS OTHERWISEpt
I "' 17,'k:lHld.,lY s%` 1 y tY _-. .r! /.'G' + / „ PHASE 1 TOP S" 5535-_ - - - _ L 6. >% ai e, `
NOTED.
LIMIT$ _ ^ /JV. S d91 b0 ' 3' MIN.
a
b, zk a } • L_ _ __ , _
7fy-"'" V }` "--ems-*__ `^,_L .
Le CG -f0 Z ( E ELECTRIC, TELEPHONE CABLE LATERALS IN SERVICE IN
9_._. `.r___-. ___
SEPARAT{ N SITE AND
GAS, C, E E AND B INTO VI E MA S
ru-' ' '' OFF-SITE. UTILITY COMPANY TO INSTALL AT SERVICE EXTENSIONS TO S
9•_y __'_
4 •'_ _ •"
r; ; ' ALL ON PIPE AND CABLE TO ASSOCIATED METERS, PEDESTALS,
R '-"{'-•-„s f `x" =.__ -'= = -=_7= - _ - _ TRANSFORMERS, SERVICE PANELS, ETC. CONTRACTOR TO PROVIDE ALL CONDUIT. 7 ! ,. "
PERMANE 7 EASEMENT' __._ _ _ _._'! _....._-__ ..__ _..._- --_ ._ D.1. -" -._= • _ - _ _
CG -7' - ._ /
FHA V11QTaP PLA.,N /
88' 15" RCA" 9590
I
i= $ -
It2P = 54 :0 '_ CONNECT TO f 7 t 8X6 TEE ---- _- __ _-_ F 8, ALL COMMERCIAL BUILDINGS MUST HAVE A BACKFLOW PREVENTION DEVICE INSTALLED.
J EXISTING SYSTEM /t / / 8" G.V. 0531-Oq -185-0501 / INV IN -i icJ.35 - •-- ___ ___ _
l ^ - f - 9. FLOW AT ENTRANCE HYDRANT = 2180GPM. I FLOW REQUIRED FOR 10,000SF OFFICE BUILDING = 3000GPM.
t' ^ _ FLOW REQUIRED FOR 2,016SF OFFICE BUILDING = 1400GPM.
tR, O: W. (VARIES)
v /' ` /
7 -. _ _____ -__ » FLOW REQUIRED FOR 6,000SF APARTMENT BUILDING = 1500GPM.
AWA
HIS SHEET T O BE USED FOR
UTILITY PI IRPOSEIIIS ON' vIII,
A„r' _:L Sp•••'•:•5 30 .YS CCC SYSE ib^S]Se CCi6221%S'.S]T.S=CtS#SLIISLC'i^,G]Cki L#GC2C 319LCY S.•:Si'CCCSCi S3Ft=iL Ct C-.d=3Y i Y c.,+i i..L .•••-•-__•`•• -• - _•._ •.•••• _,_. .. -.
y
i
I
It
j :2923•`,8 SC39 C-, ¢ #ni3n_v -+•.-•
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1
II1i3=3===
2222 k,i3+ CIRCLE Scale V 20' Contour InterySEIPKMARRCLE
7' ' ` -_-_ --- r
i
J -: =2iCq
IIS 2= 0 20 40 80
5I)ff
te
M6- 91912 Gtr 17Z(Lz,I
9I r'
McKEE CARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High street
Charlottesville, 122902
434979-7522
www.mckeecaroon.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, not are they to be
assigned to any third party without first
obtaining the express permission and consent
of ether McKee Carson or Feld Spprt
Concepts, Ltd.
IFI 11 vl,, :7.:
A
Y
t...
cis [
d`
H:1" = 20'
r
C,I. = 2'
Date:
MMF
9923
AGF
j I
f J !
EA'
ISAN. EW % ®
P f
t"#
r•
STORM MH
TOP S 524.75
Dom. 500 pp. 245 (PLA71J / / i J 18" INV. IN = 515.7
204" INV. OUT : 514.9
RK(. MF} P `•T J ( / \
nue rnrdet tom. , tan3.
In
a EX, SAN
L 12 MANHOLE
P 5221 { j
V.
51241`
7
R.,-
lR WCs T
I, cel
Sb1=5 .
H.
IN 509.70
PHASE 1
LIMITS
1y' 1 \`
1
1 + 20' SAN, SEWER
SEMENEA
D B 4Iwo°`
c
E , S 15000 P
4`
7g .
Vim` J
PHASE 1 / !r 1 / /: t
LIMITS EQUALS yr ' / . ,'./ `
t1 / .•. !
p a/ • 0
PROPERTY LINE /r,,,l}\ I "; / ! I r7 W 5,,.,r• W ..
1
t--_._. -^``
w
tt - / --. It
It
t .r `7 I ?j•.._11 Uti.} 6" C DUIT .Q 1
1
PHASE 1LIMITS. OF 20' / / S 4Z4 p UIII SIRFWALI c LIMITS EQUALSNO.CONSTRUCTION" t
BUFFER. DO NOT r•' ' / / :1,: ? WW I 9 (
PROPERTY LINE
DISTURB. f p / / d ( 1
20' DRAINAGE41AND/OR UTILITY ES'MT~
r `
DO. 4NVw .20
TAKE OVERHEAD POWER UNDERGROUND
TO NEW PAD MOUNTED TRANSFORMER.
r h i •',
R "'" ``"'"
SERVICE
ORMAND D
PROVIDER
PO
PROVIDE
EX NO(/SE EX. SHED Notes
UNDERGROUND Fad \
I t C9
POWER, PHONE AND ` ' ai p, J {1(}F , , h'." \, a I. , 1. ALL ELECTRICAL CONDUIT FOR DOMINION VIRGINIA POWER AND SPRINT/CENTELPROPOSEDCABLESERVICETO 't <'- !- ZA SHALL BE PROVIDED BY SERVICE PROVIDER AND INSTALLED BY CUSTOMER. WATER " /
p TBUILDINGINSAME /r + lJ \ 4 /. F
CO S1 " { 3:, . ;, ,' a / MIN. 10'
I r.'` 1 ` PHASE 1 SERVICE PROVIDER SHALL PROVIDE PULL WIRES TO CONTRACTOR. EASEMENT TRENCH; TYP. „ / ! $+ SEPARATION rOp LIMITS EQUALS CONTRACTOR SHALL TURN UP AND CAP ALL CONDUITS. J , ,,
VA, POWER t " / EM r h 1 ;' PROPERTY LINE
PERMANENT EASEMENT 7 ' nn` . °
r
t/ ' WM _ s _ { i , 2' GAS SERVICE TO BE INSTALLED IF NEEDED BY SERVICE PROVIDER. 20' WATER f( i/, i
10' VDOT PLANS h * l 4
EASEMENT r / +
k
0631-002-185-0501 / - / 1 Y } I t tt
t }' 3. GM(A) REPRESENTS 3 METERS OVER 3 METERS
t t _ _ . A 30' UTILITY ( t /
t );
POINT OF TRANSITION i I, l„ \ L ,- j t A h,
GM{B) REPRESENTS 1-3 METERS ALIGNED AS NEEDED
EASEMENT / tt t / 7 t/t EM REPRESENTS ELECTRIC METERSFROMUNDERGROUND0 +u ,.: a:; ;_ / i 1
TO OVERHEAD SERVICE.
UGE
F \ 4, TYP. d tt t / J / 1 / p EM/H REPRESENTS HOUSE METER WITH TYPICAL METERS IN THIS LOCATION1tic / s PED REPRESENTS TELEPHONE PEDESTIALk '% i ` EX eu r)0 I I / / i f 1 7 T4 REPRESENTS PHONE. SERVICE BOACa -fa , 1 .. C - __fl , WAI i tt !/ 7 i n
r " « _ _ \ L__ W -__ .,/ R4S°;g5 t: - -_-._ 1 4. NO CHARGES APPLY TO PLACING BURIED SPRINT/CENTEL CABLES.
8'X6" TEE ._... D.I. . -iy ' "" s t} ' a W I
EMEN / xLsC
Dl4A/NAGE EAS TFHATOP = 558.7 0 / ; r -- ' r i I 1 P 5. SPRINT/CENTEL AND ADELPHIA CABLE SHALL UTILIZE JOINT -USE DITCH
I )
INV. a 55
W _
I fI I
WHEREVER POSSIBLE TO BOTH EXISTING AND PROPOSED BUILDINGS.
r - NI84' 15" -RCP a 2.86%Q 4 _.. _,-. r ` / /
0631 002 i85 0501
136'
1 x S°t"s t6• ALL SLEEVING SHALL BE A MINIMUM OF 4" SCHED. 40 PVC UNLESS OTHERWISEpt
I "' 17,'k:lHld.,lY s%` 1 y tY _-. .r! /.'G' + / „ PHASE 1 TOP S" 5535-_ - - - _ L 6. >% ai e, `
NOTED.
LIMIT$ _ ^ /JV. S d91 b0 ' 3' MIN.
a
b, zk a } • L_ _ __ , _
7fy-"'" V }` "--ems-*__ `^,_L .
Le CG -f0 Z ( E ELECTRIC, TELEPHONE CABLE LATERALS IN SERVICE IN
9_._. `.r___-. ___
SEPARAT{ N SITE AND
GAS, C, E E AND B INTO VI E MA S
ru-' ' '' OFF-SITE. UTILITY COMPANY TO INSTALL AT SERVICE EXTENSIONS TO S
9•_y __'_
4 •'_ _ •"
r; ; ' ALL ON PIPE AND CABLE TO ASSOCIATED METERS, PEDESTALS,
R '-"{'-•-„s f `x" =.__ -'= = -=_7= - _ - _ TRANSFORMERS, SERVICE PANELS, ETC. CONTRACTOR TO PROVIDE ALL CONDUIT. 7 ! ,. "
PERMANE 7 EASEMENT' __._ _ _ _._'! _....._-__ ..__ _..._- --_ ._ D.1. -" -._= • _ - _ _
CG -7' - ._ /
FHA V11QTaP PLA.,N /
88' 15" RCA" 9590
I
i= $ -
It2P = 54 :0 '_ CONNECT TO f 7 t 8X6 TEE ---- _- __ _-_ F 8, ALL COMMERCIAL BUILDINGS MUST HAVE A BACKFLOW PREVENTION DEVICE INSTALLED.
J EXISTING SYSTEM /t / / 8" G.V. 0531-Oq -185-0501 / INV IN -i icJ.35 - •-- ___ ___ _
l ^ - f - 9. FLOW AT ENTRANCE HYDRANT = 2180GPM. I FLOW REQUIRED FOR 10,000SF OFFICE BUILDING = 3000GPM.
t' ^ _ FLOW REQUIRED FOR 2,016SF OFFICE BUILDING = 1400GPM.
tR, O: W. (VARIES)
v /' ` /
7 -. _ _____ -__ » FLOW REQUIRED FOR 6,000SF APARTMENT BUILDING = 1500GPM.
AWA
HIS SHEET T O BE USED FOR
UTILITY PI IRPOSEIIIS ON' vIII,
A„r' _:L Sp•••'•:•5 30 .YS CCC SYSE ib^S]Se CCi6221%S'.S]T.S=CtS#SLIISLC'i^,G]Cki L#GC2C 319LCY S.•:Si'CCCSCi S3Ft=iL Ct C-.d=3Y i Y c.,+i i..L .•••-•-__•`•• -• - _•._ •.•••• _,_. .. -.
y
i
I
It
j :2923•`,8 SC39 C-, ¢ #ni3n_v -+•.-•
i - al 2' 7
1
II1i3=3===
2222 k,i3+ CIRCLE Scale V 20' Contour InterySEIPKMARRCLE
7' ' ` -_-_ --- r
i
J -: =2iCq
IIS 2= 0 20 40 80
5I)ff
te
M6- 91912 Gtr 17Z(Lz,I
9I r'
McKEE CARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High street
Charlottesville, 122902
434979-7522
www.mckeecaroon.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, not are they to be
assigned to any third party without first
obtaining the express permission and consent
of ether McKee Carson or Feld Spprt
Concepts, Ltd.
IFI 11 vl,, :7.:
A
Y
t...
cis [
h+i
H:1" = 20'
C,I. = 2'
Date: 7/24/02
MMF
9923
Designed: AGF
V_
O u
ReNdsions:
1- 09/13/02 CO/ACSA COMMITS
2.10/24/02 CO/ARB COMMENTS
3.11/13/02 ENG./ACSA COMM
cis [
h+i
H:1" = 20'
C,I. = 2'
Date: 7/24/02
MMF
9923
ReNdsions:
1- 09/13/02 CO/ACSA COMMITS
2.10/24/02 CO/ARB COMMENTS
3.11/13/02 ENG./ACSA COMM
Sheet No.:
58.,' ,A/au/6.3
Of: 17
Scale: H:1" = 20'
C,I. = 2'
Date: 7/24/02
Project No.: 9923
Designed: AGF
Checked: MEK
Sheet No.:
58.,' ,A/au/6.3
Of: 17
CALCULATIONS:
SPECIES
T-1 LEYLAND CYPRESS
07/24/02
Site Area = 2.25 acres,
LEYLAND CYPRESS
r I
Tea LEYLAND CYPRES
Credits: Open Space (0.39 ac)
1.75-2"
T-4 LEYLAND CYPRESS
Straight trunk; branchino b Ins at 3'• balanced head
Basis for Canopy: 1.86 acres
LEYLAND CYPRESS
Acer saccharum 'Green Mountain' Sugar Maple
T-6 RED MAPLE
Area of canopy needed is 10% of 1.86 acres 1,18 acres)
B&B
T-7 CHERRY
f
EXISTING TREES TO BE PRESERVED
T-8 LEYLAND CYPRESS
1 1.75-2"
T-9
Tree type Quantity Height at Amount Height in Width Width in Area of Total area
Planting of Growth 10 years Multiplier 10 years Canopy of Canopy
feet) in 10 yrs (height .
O. .
ht in 10 each)
WHITE PINE
3700
feet) 10 yr yrs.. see
O.C.
IG
H
growth)
Inkberr
Juni er
multiplier) below(
Maple 1 16 17.14 33.14 0.73 24.19 459 459
Maple 1 14 17.14 31.14 0.73 31.87 797 797
Leyland Cypress 5 18 10 28 0.23 6.44 33 165
Leyland Cypress 3 13 10 23 0.23 6.44 33 99
Dogwood 2 12 10 22 0.74 16.28 208 416
Cherry 1 12 15 27 1,00 27.00 572 572
White Pine 3 12 20 32 0.50 16.00 201 603
Magnolia 1 10 10 20 0.57 11.40 102 102
12-14'
EXISTING TREE CANOPY IFT) 3213
straight; dense branchinpyramidal form
42" O.C.
PL
TREE CANOPY (AC) 0.07
STEP 1: DETERMINE TOTAL CANOPY CREDIT FOR SAVED TREES
0-36" 3G
Calculate areas of canopy saved on-site, Multiply by 1.25.
QP Quercus palustris
Atlee'
Pin Oak
Existing tree area saved on-site)
1.75-2"
2-2.5"
10-12'
2-14'
B&B
B&B
Strai ht trunk•
Strai ht trunk
rv_"Yv
3213) X (1.25) = 4016 SF (,09 AC.) (THIS IS THE CANOPY CREDIT)
Chinese Elm
4 -
STEP 2: DETERMINE REQUIRED CANOPY
Basis for Canopy- see calculations below existing tree section) X (%) = X SF (Y AC.)
1.86) x (0.10) = 0.18 SF 10.00 AC.) [THIS IS THE CANOPY REQUIRED]
STEP 3: DETERMINE ADDITIONAL CANOPY REQUIRED FROM NEW PLANTINGS
Subtract canopy credit from required canopy 2- PA--
SFEP 2) - (STEP 1)= NEW CANOPY REQUIRED
0.18 AC. - 0.09 AC. = 0.09 AC.
STEP 4: DETERMINE IF ADDITIONAL TREE CANOPY IS NECESSARY TRANSPLANTED
YES. TREES; TYP.
1) Pin Oak at 10' = 329 SF
NOTES:
A 10% Tree Canopy value was applied to the site based on dwelling units per acre. 1- AS
An average 35' height was assumed for the existing trees on-site,
Values for the Area of Canopy provided above were taken from the Albemarle Tree
Canopy Calculation Chart and using the best professional Judgement. /
Areas used to determine Open Space Credits have been identified on the plan. ;
Trans lant Schedule °
ID SPECIES
T-1 LEYLAND CYPRESS
07/24/02
T-2 LEYLAND CYPRESS
r I
Tea LEYLAND CYPRES
2 1.75-2"
T-4 LEYLAND CYPRESS
Straight trunk; branchino b Ins at 3'• balanced head
T-5 LEYLAND CYPRESS
Acer saccharum 'Green Mountain' Sugar Maple
T-6 RED MAPLE
12-14' B&B
T-7 CHERRY
f
CC
T-8 LEYLAND CYPRESS
1 1.75-2"
T-9 LEYLAND CYPRESS
Straight trunk: branching be ins at 2'• balanced
form
T-10 LEYLAND CYPRESS
Cedrus deodara Deodar Cedar
T-11 RED MAPLE
12-14' B&B
T-12 WHITE PINE
O. .
HH
T-13 WHITE PINE
Landscape Kew_
4
1 -MG \ ,
1 -CD \
I -- 1
121" TUL/Pl
P&LAR
1
r I
1 -AS ! 4 i g,+
R
f
d ; I
fO" PIED -r`- '
OAS
4 (
1
4" 44ED +
I
i
dfZAJ1 Wlirk ! 1+ t 1
I i1
1- QP /
T1
7wvw",
1383 -JH /
1 -PS
f
LIt.ALI//JA
LIMITS OF 20' -'--
NO CONSTRUCTION"
BUFFER. DO NOT DISTURB.
1-
3-
I
2- AG
THIS SHEET TO BE USED FOR
LANDSCAPE AND LIGHTING PURPOSES ONLY
Arlo
it
v
IffAtcCrn: •:
F / N f
f
i /
rv-rvr•rvvvvvv
moi
6 -UH
6- IS
i
EXISTING TREES / /!"'I"'! (/
Gr
L
PRESERVED \ Opt
PROPOSED TREES gf. Dyl c f
SE] ED -._"_ II
OPEN SPACE
0.15 AC.)
UGE +
m6- PS
11 j 3- QP to
OAK
c
p
PC
EASEMENT
Plant T,ist
alinar RI]e Root Comments
IYyl00 VQJUI ip con vv.n.,•v,. .........
Pa Maple 14
07/24/02
Project No.:
Straight trunk•
r I
Acer riseum
Acer saccharum 'Green Mountain'
erbark
Sugar Maple
2- AG
THIS SHEET TO BE USED FOR
LANDSCAPE AND LIGHTING PURPOSES ONLY
Arlo
it
v
IffAtcCrn: •:
F / N f
f
i /
rv-rvr•rvvvvvv
moi
6 -UH
6- IS
i
EXISTING TREES / /!"'I"'! (/
Gr
L
PRESERVED \ Opt
PROPOSED TREES gf. Dyl c f
SE] ED -._"_ II
OPEN SPACE
0.15 AC.)
UGE +
m6- PS
11 j 3- QP to
OAK
c
p
PC
EASEMENT
Plant T,ist
alinar RI]e Root Comments
IYyl00 VQJUI ip con vv.n.,•v,. .........
Pa Maple 14
07/24/02
Project No.:
Straight trunk• branchingbegins at 2'• balanced head; same sourceAcerriseum
Acer saccharum 'Green Mountain'
erbark
Sugar Maple 2 1.75-2" 10-12' B&B Straight trunk; branchino b Ins at 3'• balanced head
U
AS1 Acer saccharum 'Green Mountain' Sugar Maple 1 3.54" 12-14' B&B Straight tr rI branching begins at 3'• balanced head
head
f
CC Car inus caroliniana American Hornbeam 1 1.75-2" 10-12' B&B Straight trunk: branching be ins at 2'• balanced
form
U
CD Cedrus deodara Deodar Cedar
2- AG
THIS SHEET TO BE USED FOR
LANDSCAPE AND LIGHTING PURPOSES ONLY
Arlo
it
v
IffAtcCrn: •:
F / N f
f
i /
rv-rvr•rvvvvvv
moi
6 -UH
6- IS
i
EXISTING TREES / /!"'I"'! (/
Gr
L
PRESERVED \ Opt
PROPOSED TREES gf. Dyl c f
SE] ED -._"_ II
OPEN SPACE
0.15 AC.)
UGE +
m6- PS
11j 3- QP to
OAK
c
p
PC
EASEMENT
Plant T,ist
alinar RI]e Root Comments
IYyl00 VQJUI ip con vv.n.,•v,. .........
Pa Maple 14
07/24/02
Project No.:
Straight trunk• branchingbegins at 2'• balanced head; same sourceAG
AS
Acer riseum
Acer saccharum 'Green Mountain'
erbark
Sugar Maple 2 1.75-2" 10-12' B&B Straight trunk; branchino b Ins at 3'• balanced head
U
AS1 Acer saccharum 'Green Mountain' Sugar Maple 1 3.54" 12-14' B&B Straight tr rI branching begins at 3'• balanced head
head
CC Car inus caroliniana American Hornbeam 1 1.75-2" 10-12' B&B Straight trunk: branching be ins at 2'• balanced
form
U
CD Cedrus deodara Deodar Cedar 2 12-14' B&B Full toaround: straight- dense branching, pyramidal
ior• rm branchin • 18" O. .
HH Hedra helix English Ivy 3700 FLAT
3G
Dense form ood healthy c unit
Dense form good,health color; uniform branchin • 30" O.C. IG
H
Ilex labra
Junicierus horizontalis 'Bar Harbor'
Inkberr
Juni er
6
1406 IG I Dense form ood health color* unit rm branchin • 36" O.C.
MG Magnolia arandiflora Southern Magnolia 1 12-14' B&B Full to ro nd• strai ht dense branchin ramidal form
48" O.C.
MP Myrica Be berry 56 24-30" 3G Dense form: pood, healthy color, uniform branchin
PA
pennsylvanica
Picea Norwa S ruce 4 10-12' 8&B Full toaround: straight- dense branching; ramidal form
PR
abies
Pinus resinosa Red Pine 3 12-14' B&B Full toaround: strai ht• dense branching: ramidal form
PS Pinus strobes White Pine 12 12-14' B&B Full to round• straight; dense branchinpyramidal form42" O.C.
PL Prunus ieurocerasus 'Otto Lu ken' Laurel 56 0-36" 3G r, n- form ori health color; uniform branchin
ins 2'• balanced head
QP Quercus palustris
Atlee'
Pin Oak 4
9
1.75-2"
2-2.5"
10-12'
2-14'
B&B
B&B
Strai ht trunk•
Strai ht trunk
branchin at
branchin be ins at 3' balanced Head same sourceUPUlmusarvifoliaChineseElm
a+..,w -\ 4 Z. 1 -UH LIUM I INCa SYtUIr1US HtrtH I U II fUNlt I HIU FLAN rvh( rVH I r1tr5 VC I AIL.
AWN
s
z 4 I 3. CONTRACTOR TO PROVIDE IRRIGATION INSTALLER AS -BUILT UTILITY PLANS PRIOR TO
IRRIGITION SYSTEM INSTALLATION,
c
30' UTILITY
5 }_; ,,
4. REFER TO LAYOUT SHEETS FOR EXACT LOCATIONS OF ALL POLE MOUNTED LIGHTING
EASEMEjvfi ' t
a -y, Y _ FIXTURES.
V" WHITE
OAK t i / \'r \\\a 5. ALL SPECIES SPECIFIED GREATER THAN ONE SHALL BE ORDERED FROM ONE SOURCE.
o '
I t f f I A \t/•
6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE
ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND
OPEN SPACE FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE
d. J 54" WHITE i J 1 j I + j j I; (0.24 AC.) LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. CONTRACTOR SHALL SUBMIT
I i t t % t ,{ ( >` THESE SUBSTITUTIONS IN WRITTING. r OAK 9 I t t t/ / t t o C ,7 1LAWNtt7 • t ;
1 tt (SEED DIST BED r tt tt/' t " , 1; 7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF
AREAS ONLY) r 1 t f / I j DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. t i Jf /
1
isl1i uL1S
8. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT
r ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING.
f it- \ «__..' f STABILIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:1. TREE PLANTING
SHALL BE CUT INTO MATTING OR OTHERWISE PERFORMED IN A MANNER THAT DOES
GENERAL LOCATION/ NOT COMPROMISE THE INTEGRITY OF THE SLOPE.
o f OF PICNIC TABLE/
AND GRILL 9. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED
i, GENERAL OCATIO t GRADING.
OF BENCPl -
T'c / S \\ „ 10. GRASS SEED MIX SHALL BE EITHER REBEL II OR REBEL III TALL FESCUE BLEND.
11. SOD SHALL BE TALL FESCUE BLEND SIMILAR TO SEED MIX.
12. MULCH IN PLANTERS AND PLANTING BEDS TO BE DOUBLE SHREDDED DAR, HARDWOOD
7~""'"----•-- --m-...,,,' t ------ --+._ _ =;, ' - ;;', '~ ,,.. \ ; APPLIED TOA 2" DEPTH, MULCH RINGS 24 -INCHES MIN. IN DIAMETER ARE TO BE PLACED
y'-- ------ .- ------ _ f - T'" w r "w+ ; AROUND ALL TREES NOT LOCATED IN PLANTING BEDS.
Z_.. -
tom- '
1 . _ " ` ` 13, FOR TREE CANOPY CALCULATIONS SEE TABLE THIS SHEET.
19
14. OWNER RESERVES THE RIGHT TO SUBSITUTE GROUNDCOVER PLANTINGS. REVISIONS
TO THE GROUNDCOVER ARE SUBJECT TO COUNTY APPROVAL.
e
P/O R6AD WEST 15. SEE ADDITIONAL LANDSCAPE NOTES ON SHEET 11.
f 16. AERATION SHALL BE PROVIDED FOR THE EXISTING OAK TREES AFTER FINAL GRADING.
17. SCREENING OF THE SLOPE BEHIND TOWNHOUSES AND OFFICE BUILDING SHALL BE
APPROVED BY THE COUNTY LANDSCAPE PLANNER.
18. THE SQUARE FOOTAGE OF THE PAYED PARKING AND VEHICULAR CIRCULATION AREAS IS
EQUAL TO 22,626SF (0.52 AC.). THE REQUIRED INTERIOR LANDSCAPING IS EQUAL TO 1,131SF
0.03 AC.). THE INTERIOR LANDSCAPING PROVIDED (INCLUDING 6 LEYLAND CYPRESS, f
i/
10 MAPLES, AND 24 SCHIP LAURELS) IS EQUAL TO 3,000SF (0.07 AC,).
j` - - _. 19. EXISTING OAK TREES SHALL BE AERATED BY A TREE ARBORIST PRIOR TO, AND IFy _ _._
NECESSARY DURING OR FOLLOWING, CONSTRUCTION.
Scale 1"_20' Contour Interval=2'
ENTRANCE TO
BERKMAR CIRCLE 'a .- . _. 77"!=
m=
0 20 40 80
L
a tibii 4 y „7. . •
1 r
McKEE CARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHfrECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
434-979.7522
www.mckneafson.com
McKee Carson and Field Sport Concepts, Ltd.
reserves its common tow copyright and other
property rights in Mae drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These pians are not to be
reproduced, changed or copied in any form
or, mannerwheteoever, nor are they to be
assigned to any third party without that
obteining the express pemdesion and consent
of either McKee Carson or Said Sport
Concepts, Ltd.
Revisio113:
1.09/13/02 CO/ACSA COMMENTS
2.10/24/02 CO/ARB COMMENTS
3.11/13/02 ENG./ACSA COMMENT
4.11/26/02 ARB COMMENTS
Scale: H:1" = 20'
Date: 07/24/02
Project No.: 9923
Designed: SWE
Checked: MEK
U
r•y 0
v
Q
H
W W P-4
U
H
II
Revisio113:
1.09/13/02 CO/ACSA COMMENTS
2.10/24/02 CO/ARB COMMENTS
3.11/13/02 ENG./ACSA COMMENT
4.11/26/02 ARB COMMENTS
11 Sheet No.:
U.,r /X0163
Scale: H:1" = 20'
Date: 07/24/02
Project No.: 9923
Designed: SWE
Checked: MEK
11 Sheet No.:
U.,r /X0163
r
10
APPROX
OF PRO
RIO RD,
a..........>.a.....a.....aaa.......,a.aa,aa..,.a...............a......aa.............. .,..,,........ ..a.a,,....... ...,,a....a,..,.....,..,.oaa.af:a..., ......
i..
1-.... a•asa9ieaa a ...a a ua n.
92.
THIS SHEET TO BE USED FOR
OFF-SITE UTI1ITY
C.I. = 2'
PURPOSES ONLY
Scale 1"=40'
0 40 80 160
M
VI r-
WKEE CARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
434979-7522
www.mckeecamoii.com
McKee Carson and Field Sport Concepts, Ltd.
reserves es 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 Ireproduced, changed, or copied in any form
or manner whatsoever, nm 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.
Revisions:
1.09/13/02
2.10/24/02
3.11/13/02
Scale: H:1" = 40'
C.I. = 2'
Date: 7/24/02
Project No.: 9923
ar
AGF
Checked: MEK
E --i
ti
O U a -J
W
i
HI -
A
II
II
II
Revisions:
1.09/13/02
2.10/24/02
3.11/13/02
Sheet No.:
5
Of: 17
f4t,/ 4/24/43
Scale: H:1" = 40'
C.I. = 2'
Date: 7/24/02
Project No.: 9923
Designed: AGF
Checked: MEK
Sheet No.:
5
Of: 17
f4t,/ 4/24/43