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1'ROJEC'i' DATA : \ \ 'y � -- I 'y Ste\ - , ' \ / � / z / '2�• � lNG DUTLtN uA �� �� \\ I n \\ \
- \ \ ., \7 d' / O I L� I TES \ \ • ) >d
NENDMENT � � \ \ \ ��- _ _ ,l � \ h / // �
/ - /Loy EN PROM IAV 68` _ \ ! ) t I 1 I x
1. PROJCCT NAMC. MICHII: TAVERN JIfL PLAN A � ` \ \ \ \� p� 19 C \
2. OWNER/DEVELOPER : JOSEPH' CONTE' ` � \ \ ` ,g - ,s �, q / ' I tP Pr15. `� \ \I I �� 1 l
ffICHIE TAVERN ` `�` \ \� �.' _ �'1' Rqp P 'vR 5 ' C0 / % `sue1'_III I
R T . ti BOX 7 A \ \ \ _ ` �_�i t1s / _ ___
CHARLOTTESVILLC, VA. 22901 \
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\ �� _ \ \ � ` _/� \ . 5 4 Y� \ \ \\ . \ i / \ SSO _�
-� 77 PARCEL 27 b 29 �\ - `� - �, / /
3. DESCRIPTION: TAX HAP � / rj�
iDARY TAKL•'N FROM : \ \ \ --I---_ \\ �, \`� �' � � \ NIII � \_ 53$ / �/ � / / .,�, \
UOU1/ \
OAK x
" IE TAVERN PARCEL A b B" \ \ \ , \ - �\ �: j \ _ "J� / / / ", 222 Q ,,�(/
COMPOSITE PLAT OF MICR \ . - \ \ \ - • � - 42 _ / ' / S' o) / I �, S 1 P \ \I \
r DA L'U JUNE 29 1973. r _ s 11 �' \ I
BY RODUAUUJH b GLOECKUER, T \ -1\ \ \ _ 544 / / � / \6 i2 �h - � / 57 ---� \ \ P I I 1
" T `'HOWItIG PARCEL D" UY WILLIAM S. ROUDABUSH, INC. \� \ 54 tk J \ I I
P L A � \\ \ '•S" -- - - \ \ v � ' / / / � 1�\v � - - - - \ \ -' \ \ � \ \ Yo III III 1 � h �
DATED OCT08EF2 21, 1982. \\ - co-46 , / � � ! / Q ,� __ Q `
\� \ a CROSSING / � / � r rf \ Q 7 ��� ��� \ ISutA I 1I
\ / / / \
TOPOGRAPHIC SUftVEY PROVID)::D BY GLOECKNER b OSBOkNE, INC. \ \\• \\ \ --- - - / _
U'T 20 19ti6. PORTION BEHIND THE HILL HOUSE `- \ �- %/ %�/ / j t f0 - \
• D AUG J \ \ / / O� ' �/ o \ 11 \ �'' \ \ \\ \ \ \ \\ I 1 \ UATC, \ \ / � \ _ \ �7"� / �/� /� •0� o. 'C Q ,�I NOTE FLOO.Q E1EJi.4T/On/S .9.14E S7�_ �� \ \ \ \ `\ 1 \ x
kEVIJED JUNE 1991.
\ p E(gSS � ,z ,-/ / � / \4i `� 0 A.o�.,g1ox1MATE OvE O /\ SgZ �. \ \ \ \ \ 11 1 I
o _ - \�/per / � 5 ,14 - ' _ _ _I40r✓Gti IVI TU.'PE OF/ST UC' TU.QES. +� \ s'go - \ \ \ �1\ \ \ \ \ \ \ I
�'L'LEL SQUARE: ON THE: TOP STEP OF THE - 1 _ _
DENCHMAftK : CHIJ \ \ \� � �- _ �', � q � / e � � � / � /�� _- � -- ----- - -� /* � • � .✓ \ -� � \\ � \ \ \\\ \ \
CEHETARY STAIRS. ELEV. 498. 23 t USG VERTICAL DATUM ) V-.9 \ p •• r �, _ ' / / / / �' / ,� ___ /i ___ \ \ \ \\ N
ii \ KIT' \ \ \\ \ \ �\
5. MAGISTERIAL DISTRICT: ShOTTSVZLLE11 \ \ \1 I
\ \ - / � 11) / i •. •
\ v ____ ---__ _ _ _ CR
' \ , -" � - �i I/ z/ // .�a h0 / / � . ' F, oA p /� I/ -__-- - �I \ \ \ \\ \ 1 1, °' ��� 1-1 -
6. ZOUING: RA ; SP-288 b SP 28-76 - -
- � i /' `/�i j ' /:.' // �11 � tia \ / // - ,•-.� G,�A�E�' ` % ��,� \\ \\ \\ �N\ �11 I i' - o
7. PROPOSED USE: 110 CHANGE IN USEI \ \ \ \
. �1�, #-- �11 ZZ / �� o�y \` r- PAIr�y \\ \\ \ \ \ \� I I I I
d. SITE AREA = 5.66 ACItE:� �iIW �- __._ / , �/ / \
9. DEVELOPMENT STATS . P /G - � \_ r' / -�� / � / /' \ �_ _- - 4 � \ `_� \ \ \ \ \ \ III 1 ( 14..
\ \ \
oP�A _ ` - / / � i_ � f n r rCk '`�______ `� � ` ` � � \ \ \ 1 I I I t I wAIZ
EXISTING - T �, \ l �R , /// ,� �- /� /e rr � _ --��� `� \fi � �� �� \ \ \ I I I I �/ \
BUILDING U.345 ACRES 6Y.
�` CtrtrT T ;N INC O / / -_ �� = ` __.1 / - �_-_ -_ \ \ \ \ \ I I I 1 I I \
11
PAVEtfENT 2. 065 ACRES 36. 5Y. �- �/ C %�-��/ / / i / �!_- --- ~`�` \� \ --- \
N �6C-93 f . /per /' % � /ti 11 �:. / ! 1oN � /�� \ � _ - ���-_- _� �-1\ \, \ \\ \ \ \ \ \ I I I 1 1 I \\
VEGETATED/LANDSCAPED 3. 25 ACRES 57. SY. I '' _ - - -- - _
_ �-' �� . � � j/ �, 0 \" , '/ I %-���'� _ - �, // tit --- 49 \ \ \ I I I I I
� \ 11 I
PROPOSED - r / � -�- - , /� � / _ - \\\ r�'ti - r__ \ n1 \ \ ; I III 1
BUILDING 0.365 ACRES 6.5% _ / - �" --
'NT 2.264 ACRES 40.OY. 4 / 11\ \ \ I I , 1 I I / \ `_. 1%. ,
/ / I / \ - \ \ � LI i
-
1 PED 3. 031 ACRES 53. 5% 1 --� ' /'S / / •d. / �/ ' 1- \ I I ' i )�� -- \ \ \ ` \ 1 I
- ',,- z ,--, / , _, _.., - __ \ / . .,-' " \1 ,\\ \\ \
VEGETATED/LAIDJCA\ I I I IIi � 11
- 7� ) 1-1 \ \ -0 Lr-5\ \ \ \
10. PARKING REQUIRED:" ----<,I- __
V '�, - I. IO:�_ �� �/ �\ /�� /� /'/ �// �!'r \\ ' r // �I-'- _-_� `\ \.\I--�/ \ \^-`-_ \\ \\ \\ \\\
\\ II I \ I i \
71 SPACES f _ -_ j / \ / - -- ---_ __�/ / / f- _--�-�\ \ 1 / -��\ \ \ \ \ \\ I 1 I \\ 5 SPACES � � __ ----/ - ` J / / /• � / //� �--- �/ _ \ \\ \\ \\ \ \ \ \ I 1
2 R� C1 i/� / I-, / / / / I I / � , � _ \� \ \ 1 1 1 1 \
GENERAL STORE/GIFT SHOP - -a+ - Cam\ O //j/ / / / / /
9033 GSF X 80Y. 3226 NSF O° � � / /// / / / ,/ �./�� ram_-�--�\ j � �/ �,/ %�/\ � _ - _ _----�_ \\\ �\ � c � \1 \\\ \\ \ \\ \ \\ \ \ \ � I I \I11 .
�? h //// � / / � / / I- __ \ \ \ \ \ t I I \
3226 NSF X 1 SP. / 200 NSF 16 SPACES ! � �: / �_1141 //// / / /,S'- 1-1 � / , _-f ' // -.-_ �� �` -� 5�;. � --� \ � \ \ I 1 ��``___-
CABINS ( 8 EACH ) Q __\ - � / /// / /W / �� i � I / ---- -- _ , - _ \ I I \
O 6` . Z -_ / ^ / // / / OAK / / / / Imo- �-' _� 1 / -� �_ ` -- _ \ ��-_ \ �* ........\\ \\ \ \ \ \ \ I , 1 I \
2914 SF X 1 SP. / 200 SF = 15 SPACES S ; ` 1 / �/ / / - / , � i / _ 1 1 / / �� --- � � ` \\ \ \ , \ \ \ \ \ 1 \ \ I - t
T = 1 7 P CES REQUIRED // // / / �t� - / / / / !� I / --- ��---' ( -'� \ \ \ \ \ \ \ \ \ \ \ \ 1 1
TOTAL O S A LL \I3 cp / , � / / i -� / �- \ T \ \ \ \ \
EXISTING PARKING SPACES: = 118 SPACES \ v / /// /� // / / �j 44". i // /� J /i/�����-^-1 �/�__-- __ �___ \ �� \` \ \ \ \ \ \ \ ` \ \ \ \
\ / // / / _ / / / i ` / i------- �� \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \\\\
11. THE SITE IS NOT WITHIN A WATER SUPPLY WATERSHED. \ /B- / // �K/ / / cr / / ,1-11 / ��!_�� ��i� I. Y_ �`` \ \ \\ \\ �\ \\ \ \\ \ \ \ \ \ \ \ \\ \
11
12. THE SITE IS NOT WITHIN THE '100 YEAR FLOOD PLAIN ACCORDING LEGEtIb of SYMBOLS � \\ // / // / h� / / / / / 0 / /� i/ // // ' /I--, ------ _ `� \ � \ \ \� * \ \ \\\I\ 1\ \ \ \\ \ _\ \ - / / / z / / \\ '�' - \ \ \ -, \ \ \ \ �� \ \ \ \ \\ \ - -.---'
\ I--- __� i / / / / / � / / �� �'/ �// /' `Q\� ��/ `____~ \\ \ \\\ \�, \�--, \ \ � \ s -5 9 \\ 1 \ \ \\ 1 \ \\\
i .$- POWL'k POLE -_ \ - / / / / / // / / , - �/ // ��' `� -_ \ \� \ \ _\r \ \ \ \ \ 1 \ \ \ \ 1 \ \
NOTES: : GMH EANZTARY MANHOLE \ \_ / � / / / / / /� �i� /� �_ � //---- ------ �- � - -�-_� � �\ \ _ � ` \\ � \• \ \ \ I \ \ \ \ .-
� TBA TO BE ABANDOt1ED11I --� \
T. MADE HEREAFTER REFERS TO THE / \ \ \ \ \ \ \ \
1. TIIE AL)IIRL'VIATION V. U. U. TBR TO BE REMOVED /
\ / / DA.rI / i \ \ \ /E \ \ \ \
VIKGINIA DEPARTHEtIT OF TRAflSPORTATl011. THE TERM COUtIfY flit:: 110T It! C011TRACT _11
REFERS TO HE COUtITY OF ALIICt1AftLL', VIItGINIA. �' y // le/ / / O / / I/ / // !/ /_ / '
PT PRESSURE TREATED --� - 0. Ar / �o � / / �/ / / i / ---- -- ,_ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ -\
r- 1 EP EDGE OF PAVEMENT �� _ �� / / / \ / / / --- r /ice !�i 17X // //��- -`-_ \\ \ \ �� �\ \\ �\ \ \ \ \ \ \ \ \ \ \ \ \ \
ALL PAVING AND URAIt1AGE R�LA'��6 HATERIAL3 AND GOlI�TRl�CTIOt " t1EW �OT ELEVATION ~`- / / /' / / / __ __� / i/ / ----- -
2 - -
}� ZCA7'IOt/ S AND STANDARDS - / / / \ \ \\ +
Etl� SPEC _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\
METIfOUJ JIIALL CONFORM TO CURIt UE OVCRHEAD ELECTRIC / / / ' ` \
.-•- r- EXCAVATION A7'I O!1 FOR � / � � - - � � \ ��� \ � \ \ \ \� \ \ \ \ \ \ \ \ \\ � \
OF V. D. O. T. UNLESS OTHERWISE NOTED. ALL // �'' / / /� _ \
SS SANITARY SEWER "_
UNUERGFtOUt1U YIPL: I1ISTALLATION HUS7' COMPLY WITH OSHA STANUARD:� WL WATERLINE _� 3 I / / / �_ `-i \ \
B 2 / / // / (P / // // // /// i__�` % . ,,, ice' / --~ _--� �`` _ \\\ \\ 1 ` \\\ \\ , \\\ 4I ♦ �� S \ \ \\\�
FOR T11L: CONSTRUCTIOt/ INLiUJTRY (29 CF'!t PART 192 GL GAS LINE -- -- p O
TL UNDERGROUND TELEPHONE /� �9 / / z/ / / // // __ I •/// /�' _ � \ \\ \\ \\� �\ v �O\"--.
r r MEASURES SHALL BE PROVIDED III ��-``�/ SB'r / oor / / // /� `-/ /� / �` � -- _ \ �
3. EKO.�ION ACID .�ILTATI011 CONTROL 500 NEW CONTOUR -
� _ ! - \�\ \\ \ \\ 6%
ACCORDAt/CL• / __ _
lG OR OTHER CONSTRUCTION. / ' f f j ! - --_-_
ItISTALLEU PRIOR TO ANY CLEARING, GRADING / 2� / �� �� -' __ ` \ O
`////// / / % �/ i/ /mil �- ---- \ ,
4. ALL SLOPES At/D DISTURBED AREAS ARE TO DE FERTILIZED, SEEDED // / / I'll
/ // �""� ��� / ��f _ _--~--.---.__ --_ '3
MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. / / ,g- , _ _ O
AND MULCHED. � r \
WHERE REASOt1AULY OBTAIf1AHLE LESSER SLOPES OF 4:1 OR BETTER
ARE TO DE ACHIEVED.
5. PAVED OR RIP -RAP LINED DITCH MAY DE KEOUIRED WHEN IN THE
OPIt/ION OF THE DIRECTOR OF ENGINEERING, OR HIS DESIGNEE,
IT IS LEERED NL'CESSARY IN ORDER TO STABILIZE A DRAINAGE '
CHANNEL.
6. Ut/LENS OTHERWISE 140TED ALL CONCRETE: PIPE SHALL DE REINFORCED
COtICRETE PIPE - CLASS III.
7. THE' LOCATIUt1 OF EXISTING UTILITIES AC120SS Oft ALOtIG THIr LINE
OF TI1L' PROPOSED WORK ARE NOT NECESSARILY SIIOW14 ON THE PLANS
AND MffERE SfiOWtl ARE ONLY APPROXZ1fATl:LY CORKECT. THE CON-
= TRACTOR SHALL Of/ HIS OWN I141TIATI VE LOCATE: ALL U1IDERGROUNU
LINES AND STRUCTURES AS NECESSARY.
8. CONTRAcroft SHALL VERIFY LOCATIOil OF ALL BOUNDARIES, BUILDINGS,
VLGE't'ATIOtI AND OTHER PERTINEtIT ITE ELEMEUTS.
•3. THE COtITkACTOtt SHALL DE RESPONSIBLE FOR NOTIFYING "MISS
• UTILITY" (1-d00-552-7001).
10._.-CONTOUR INTERVAL = 2 FEET
'11. OUTDOOR LIGHTING TO BE DIRECTED TOWARD THE SITE AND
,` " AWAY FROM ADJACENT PROPERTIES AND ROADWAYS.
12. .LANDSCAPING TO BE MAIUTAINED AND REPLACED IF ANY
l 1� SHOULD DIE.
! �� , u
� '
LEGEND = -
- - 500- - EXISTING CONTOURS
500 NEW CONTOURS
# PROPOSED SPOT' ELEVATIONS
AA POWER
WE THE UNDERSIGNED DEVELOPERtS) UNDERSTAND THAT APPROVAL OF
THIS PLAN ;QY THE COUNTY OF ALBEMARLE DOES NOT NECESSARILY
INDICATE VIRGINIA DEPARTMENT OF TRANSPORTATION tV.D.0.T.)
APPROVAL OF THE PLAN. _APPROVAL OF THE PLAN BY `fHE COUNTY
DOES NOT IN ANY WAY RELIEVE ME OF MY RESPONSIBILITY IN
OBTAINING FINAL V. D. O. T. APPROVAL PftIOR TO THE ISSUANCE OF
BUILDING PERPfI S ND/,fr-CERTIFNCATES OF OCCUPANCY.
. 11, -) Vql Q. . 1.
11 __ _-V
� EVELOPER DATE _
i
I - -
0
PARKING LOT IMPROVEMENTS
CONSTRUCTED IN 1990
/
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1_11._1 SHEET 1 OF 12 OVERALL PLAN (1'=20')
.
3 SHEP-T 2 OF 12 UPPER AREA -SITE PLAN � OUBENCH MAP-K E�vAT ro►�1 553. 93
= SHEET 3 OF 12
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THIS SHEET IS FOR INFORMATION ONLY"
SHEET 4 OF 12
MIDDLE AREA - SITE PLAN
LOWER AREA -SITE PLAN
SHEET 5 OF 12
DETAILS
SHEET 6 OF 12
DETAILS
SHEET 7 OF 12
UPPER AREA - EROSION CONTROL PLAN
SHEET 8 OF 12
MIDDLE AREA - EROSION CONTROL PLAN
A*
SHEET 9 OF 12
LOWER AREA - EROSION CONTROL PLAN
SHEET 10 OF 12
UPPER AREA - LANDSCAPE PLAN
SHEET 11 OF 12 1
. MIDDLE AREA - LANDSCAPE PLAN
SHEET 12 OF 12
I
I
LOWER AREA - LANDSCAPE PLAN
- '
TOP 50 urH EAST GOF_NE?_ OF COLUH N
@ UNTZANGE CP15eLED C7
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91-oc5-00
SHEET
t=1EET
REVISIONS
OCT. 18t 1991
(ARB COMMENT )
2-3-92
- 3-1j-92 -
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-.._ _ - _ _
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SCALE
1" = 10'
EXISTING EVERGREEN TREE
EXISTING DECIDUOUS TREE
REOSOTE TREATED UNLESS OTHERWISE NOTED
DATE
12-9-91
REVISIONS
1-16-92
2-3-92
3-18-92
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1 91-015-00
SHEET
2 0F 12
SCALE
1 10
EXISTING EVERGREEN TREE
EXISTING DECIDUOUS TREE
REOSOTE TREATED UNLESS OTHERWISE NOTED
DATE
12-9-91
REVISIONS
1-16-92
2-3-92
3-18- 9 2
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Acad File# 91 U15P1.DWG
Date Plottedi
SCALE
1" = lot
APPROXIMATE LOCATION OF
UNDERGROUND TELEPHONE
LINE. RELOCATION NOT
IN CONTRACT. X
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RR r� D ID OF
\V� \ XISTING IPE /
IRON
56Q
i ERT O
LANDSCAPE TIMBERS
EXISTING EVERGREEN TREE
EXISTING DECIDUOUS TREE
ALL TIMBERS SHALL BE 8" X 8" CREOSOTE TREATED UNLESS OTHERWISE NOTED
NEW ELECTRIC
JUNCTION BOX
NEW 2' 900 BEND
DATE
12-9-91
REVISIONS
1-24-92
2-3-92
3-18-92
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si-ois-oo
SHEET
3 OF iz
Acad Fuel 91 n157
EX. WATER CHUTE
AND MILL WHEEL
\ EX.
0
FENCE
EX. CONC. G� ,
SIDEWALK
0
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EX. CHUTE
SUPPORTS
LANDSCAPE TIMBERS
14 LF
NEW 15' CMP
8 VDOT
` E5-2
\ EX. SWALE
EXISTING
MILL/GENERAL STORE
REMOVE EXISTING LANDSCAPE
TIMBER AND MATCH GRAD
EX. FENCE
EX. GRA\
ADC- A
EDGE OF EX,
SIDEWALK
20' , �P.T. TIMBER /6 0AIr ! F , r TREE v 3c
0AIr / 1. NEW WAS L tw WELL-` —
/.5 IRS �r, 2 8W 29
NEW BENCH _ ` \ Tw
(TYP.) oA�r _ /6' EX. TREES �,►- oAi�s - - �w 2, -- � � � 532 ? w
_ - \ --
woo I OAICs TO BE SAVED _ _ c , 34
518 _ _— 534
_ E P _ _J w
524 525.0 - 534 / / 53 b
8 _ / c*j
522 532 10' / o / 4u
EX.
5�6
POLE �- ��, / w Soo
520 , .. NEW - - � 5'-- - • ' ' � 4!
-/ W1
VDOT EC-3 -
EX. TREE _ - � _ /g• SWALE WI
VDOT EC-3 25 K
TO VED /.5'` - EX. 2r5 BUFFER
PL
SCALE
1 " = 10'
DATE
AUG. 16, 1991
REVISIONS
SEPT. 27, 1991
OCT. 18, 1991
(ARB COMMENTS)
JAN. 16, 1992
JAN. 24, 1992
2-3-92
3-18-92
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JOB NUMBER
91-015-00
DWG-. NAME
SHEET
40 Fi2
GROUT TOP SMOOTH TO DRAIN WATER
1
18•'
_INTERIOR GROUT ONLY
NOTCHED DEADMAN
N,T,S,
PLAN VIEW
#4 BARS AT 1'1 � LANDSCAPE SPIKES
16" O.C. + 24„ 8X8 P.T. TIMBERS EACH COURSE AS NEEDED � � �
3" DIA. PVC � BROWNSTONE SURFACE EX��N��E� �I �� DEADMAN
DRAIN 8' O.C. a Al :d.
12" GROUTED ~ � Alo
1"OFFSET = CMU �O �II��ll�L �I�L, ��I EACH COURSE �� Al
iiiaiiaii� FILTER FABRIC
� 8" GROUTED CMU
iT
N #68 STONE (1' X 1')
N 1 p� PROPOSED GRADE
FILTER FABRIC
........... ...........�............
T # 21A STONE
Q
4" PERFORATED �
::::::::::::::::::::::
DRAIN PIPE ~ N � 2�
2� c� iD
3500 PSI CONCRETE _
TYPICAL ROCK SECTION TYPICAL TIMBER WALL DEADMAN DETAIL FAR TIMBER WALLS DETAIL SECTION C—C
N,T,S N.T.S. N,T,S N.T.S.
SECTI❑N A —A SECTI❑N B—B ELEVATIDN VIEW
LOCUST HAND RAIL
LOCUST POST
LANDSCAPE SPIKES EACH
COURSE AS NEEDED
3/8" LAG BOLT
BROWN STONE 8X8 TIMBER WALL
WALKWAY 2 — 1/2 ps CARRIGE
- - BOLTS WITH NUT AND WASHER
8o O 2' ROCK W
8X8 SALT - - 1-8X8 TIMBER
PRESSURE NOTCHED AT EACH
TREATED ( LOCUST RAILING
POST 4X4 SALT PRESSURE TREATED
TIMBER
NOTCHED 8X8 TIMBER
NOT TO REST ON STONE
I
24" RCP
RIP —RAP CHANNEL
� 06
CROSSING SECTION
N.T.S.
1. USE WHEN WALLS ARE 4' HIGH OR GREATER.
2. PROVIDE DEADMAN EVERY 161
.
RAIL
1 " WOODEN DOWEL
1 " x 1/4 ps METAL STRAP
'SCREWED TO POST
8X8 SALT PRESSURE POST
TREATED DECKING POSTS
i 03UU f'JI MIN. UUNUKt I t t-'HU
STONE & MORTAR ARCH (3'X2'X6") MIN. BOTH SIDES
CULVERT CROSSING
ELEVATION VIEW
1° = 3'
SCREW METAL STRAPS ON EACH
�— �'�r OF JOINTS
BAR
1 TIMBER WALL
an B
PLAN VIEW
1" = 3'
f
A
9
SCALE
AS NOTED
DATE
12-9-91
REVISIONS
—24-82
2-3-92
3-18-92
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SHEET
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Date Ptotted�
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EXPOSED BROWNSTONE AGGREGATE SURFACE
4" CONCRETE (3000 PSI)
2" - #21 A STONE
COMPACTED SUBGRADE
CONCRETE SIDEWALK
STAIRS - TYP.
NTS
RAILROAD TIES / \
1 /2" REBAR —
ANCHORS 3 MIN.
PER Tit
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8"X8" PRESS.
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TYPICAL SECTION
8'X8' PRESS. TR T D.
STAIR TREADS
318" CARRIAGE
BOLT
BRICK TREAD
POST DIAM. SET ON 1' MORTAR
PBED
2"X12" PRESS. TRTD.
STAIR STRINGER
BROWNSTONE COURTYARD
AT CIVIL WAR STRUCTURE
OB —STAIRS PLAN VIEW
(HALF SECTION)
FONE SURFACE
P do DS
g" 21 A BASES -ONE
18"
F(sI1
fill
FILTER FABRIC
VDOT TYPE D BLOTTED
SEAL COAT
(FINISHED COURSE SHALL BE
*8P - VDOT BROWN STONE)
8"X8" LANDSCAPE 8" #21 A STONE
TIMBERS /
4' DIAM. LOCUST HANDRAIL
STRIPPED 8 SMOOTHED l
BRICK
TREAD SET
ON I' MORTAR
BED
2'X120 PRESS. TREATED
STAIR STRINGER /
&o &o &o
BROWN STONE WALKWAY
DETAIL
I •X 1 /4' BLACK IRON
STEEL HANDRAIL
BRACKET
BULISEA
8"X8" PRESS.
TREATED STAIR
1 � d•
4' MIN. ®'
pr N_I
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� III COMPACTED
Ill VDOT #21
STONE
nA
N.T,S.
4' DIAM. LOCUST
POST t STRIPPED 8 SMOOTHED )
NEW CONCRETE SIDEWALK
BASESTONE WALKWAY
36"
MIN.
8'X8' PRESS.
TREATED STAIR
ANCHOR
'SECURELY FASTEN
TO STRINGER
STAIR SECTION (PORTION)
SPLIT HARDWOOD LOG
( FROM TREES REMOVED
DURING CONSTRUCTION)
P10NEER BENCH
NTS
N.I.C.
TAPERED HARDWOOD LEGS
2' DIAM. t FROM ONSITE
MATERIALS
SCALE
ill = 10,
DATE
12-9-91
REVISIONS
JAN. 24, 1992
2-3-92
3-18-92
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JOB NUMBER
91-015-00
SHEET
6 0F 12
—i—Snow Fence
1
4Drip Line
7� `
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Wu
Correct Methods of Tree Fencing
TP
Dr i !p L i tie —\
Protective Device
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Limi Ls of Clearinli -\
and Grading
Proposed G-►'ddinl �. r
CONSTRUCTION OPLRATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES
PARKING LOT
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APPROXIMATE
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LOCATION Y ;:
.. EXISTING TELE. PED. ,
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ALL SOILS ON THIS SHEET
ARE
DESCRIBED AS 59E MYERSVILLE. UNDERGROUND
r�
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�-- ENTRANCE
SF
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LANDSCAPE
TIMBERS
SYMBOL LEGEND:
CD = CHECK DAM
CE: = CONSTRUCTION ENTRANCE
CRS= CONSTRUCTION ROAD STABILIZATION
DC = DUST CONTROL
DD = DIVERSION DIKE
DV = DIVERSION
IP = INLET PROTECTION
MU = MULCH
OP = OUTLET PROTECTION
PS = PERMANENT SEEDING
SB = SEDIMENT BASIN
SF = SILT FENCE
ST = SEDIMENT TRAP
TO = TOPSOIL
TS = TEMPORARY SEEDING
r
EROSION AND 'EDIMENT CONTROL ONLY
THIS PLAN IS PROVIDED FOR THE: IMPLEMENTATION
OF EROSION AND SEDIMENT CONTROL MEASURES ONLY.
NO CONSTRUCTION OF SITE: FACILITIErS OR GRADING
SHALL BE: ACCOMPLISHED USING THIS PLAN. A
SEPARATE SITE GRADING AND LAYOUT PLAN HAS
BEEN PROVIDED FOR THESE ACTIVITIE:S..
NOTES:
1. THE: APPROVED EROSION AND SEDIMENT
CONTROL PLAN MAY BE CHANGED .AND
ADDITIONAL CONTROLS REQUIRE`') BY THE
AUTHORITY THAT APPROVED THE PLAN WHERE
INSPECTION HAS REVEALED THAT THE PLAN
IS INADEQUATE TO SATISFY THE GENERAL
CRITERIA IN THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK.
2. CONTRACTOR SHALL INSTALL, ALL EROSION &
SEDIMENTATION CONTROL MEASURES PRIOR
TO CONSTRUCTION.
3. CONTRACTOR SHALL MAINTAIN EROSION &
SEDIMENT CONTROL MEASURES UNTIL CONSTRUCTION
IS COMPLETED AND PERMANENT VEGETATION' IS
ESTABLISHED.
4. ALL EROSION & SEDIMENT CONTROL MEASURES SHALL
BE INSTALLED IN ACCORDANCE WITH THE "VIRGINIA
EROSION AND SEDIMENT CONTROL HANDBOOK"
5. SEDIMENT TRAP DIMENSIONS ARE FOR A
RECTANGULARLY SHAPED EXCAVATION. NATURALLY
SHAPED BASINS MAY REQUIRE WIDER DIMENSIONS.
G. TEMPORARY SEED (TS) SHALL BE APPLIED WITHIN
SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE
AT FINAL GRADE BUT WILL REMAIN DORMANT
(UNDISTURBED) FOR LONGER THAN 30 DAYS.
PERMANENT SEED (PS) AND MULCH (MU) SHALL BE
APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT
FOR MORE THAN ONE YEAR.
7. DUST CONTROL MEASURES SHALL BE APPLIED IN
ACCORDANCE: WITH THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK.
EXISTING E VERGREEN TREE
'f
EXISTIN" DECIDUOUS TREE
ALL TIMBERS SHALL DE 8" X 8" CREOSOTE T-REA•70 UNLESS OTHERWISE NOTED
� SCALE
ito i of
f DATE
2-6-92
REVISIONS
3-I 8-92
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7 OF 12
PLAN VIEW
H 4. 0'
How 3.0- 1 STORAGE BASIN
W 3. 0'
L 12'
DEPTH w 3.0, VDOT #1
COARSE 10'
DISTURBED AGGREGATEI
APEA=0.15AC 1 -4--
MIN. VOL.=275 OT CLASS I
I RAP
STORAGE VOL-= 300CF �"7`—RIIP RAP
LIMITS OF
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WALLS.
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EXISTING WATER LINE
Al
EXISTING EVERGREEN TREE
EXISTING DECIDUOUS TREE
ALL TIMBERS SHAILL BE 8" X 8" CREOSOTE TREATED UNLESS OTHERWISE NOTED
..........
P�,l P
A/I/O BROWS TONE EXISTING
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EXISTING 4N, TBA ............
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DATE
2-6-92
REVISIONS
3-18-92
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91-015-00
SHEET
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8 OF 12
EX. CONC.
SIDEWALK
PLAN VIEW
H = 4.0' 12'
Ho' = 3.0' STORAGE BASIN
W = 3.0'
L=12'
DEPTH - 3.0, COOT
COARSE
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AGGREGATE
D.A.= 0.173 A OT CLASS I
MIN. VOL.= 522 CF RIP RAP
STORAGE VOL.= 540 CIF ' ANDv,'(-APE TIMBEf
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91-015-00
DWG. NAME
SHEET
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9 OF a2
SCALE
1 10
LANDSCAPE SCHEDULE
BOTANICAL NAME COMMON NAME SIZE CONDITION
TREES
REMARKS QUANTITY SYMBOL
Acer Rubrum
Red Maple
1 3/4' Cal.
Ball and Burlap
4
AR
Carole Canadensb
Eastern Redbud
2 1/2 a Cal.
Ball and Burlap
7
CC
tlipr�sssocyparis
Leyland Cypress
1 3/4' Col.
Ball and Burlap
2
CL
Cornnue Florida (Pink)
Flowering Dogwood
2 1 /2' Cal.
Bail and Burlap
2
CFP
Comus Florida (Whfta)
Flowering Dogwood
2 1/2" Cal.
Ball and Burlap
5
CFW
Frnxdnue Americxana
WbIte Ash
1 3/4' Cal.
Ball and Burlap
3
FA
Lilodendron Tullpftera
Tul P ar
2 1 /2' Cal.
Bali and Burlap
5
LT
Tsuge Caroliniana
Carolina Hemlock
V to 6' H
Ball and Burlap
1
TC
Black Berry Bushes
1 Gal.
V O.C.
9
BB
J�mlperius Chlnensh
Pntzwima
Blue Pfitzsr
Fountain —Laurel
1 Gal.
3 Gal.
36' in height
4' O.C.
5' O.C.
41
12
JC
Kaimla IAtWla
KL
Mlyrl m Pensylvanloa
Northern Baybo!rry
Nandina
3 Gd.
5' O.C.
22
MID
Nandina DanerUca
3 Gd.
3' O.C.
12
3
ND
RC
Rhododendron CatdInblense
Catawba Rhododendron
Caro Free Wanderer Rose
3 Gal.
36' in height 5' O.C.
3 Gal.
36' In height 3' O.C.
10
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GENERAL LANDSCAPE NOTES
This plan is provide for landscaping
only. No construction of site facilities
or grading shall be accomplished using
this plan. A separate site grading and
layout plan has been provided for these
activities.
Trees intended to remain at the site are
marked in the field with ribbon. All of
the trees adjacent to the designated
construction limits, as noted on the soil
erosion control plan, shall be protected
prior to any construction activities.
Tree protection shall occur prior to the
installation of erosion control devices.
Tree protection methods shall be in
strict accordance with section 1.85 of
the Virginia Erosion & Sediment Control
Handbook unless otherwise directed by a
tree specialist.
Trees intended for removal at the site
are marked in the field with a different
colored ribbon. These trees shall be
removed with the utmost care so as not to
damage the other trees.
Areas north of the walkway which are not
designated for trees or shrubs shall be
planted with grass, ivy, ferns and\or
large rocks.
Areas south of the walkway which are not
designated for trees or shrubs shall be
planted with grass, ivy and\or ferns.
Small redbud trees will be sporadically
placed within the site.
Fires will not be allowed at the site.
Tree protection fencing shall be the last
items removed after construction.
THIS MAP IDENTIFIES AND LOCATES ALL TREES EQUAL
TO OR GREATER THAN 6" IN DIAMETER.
TREES TO BE REMOVED WILL BE FLAGGED WITH
BLUE RIBBON.
TREES TO REMAIN WILL BE FLAGGED WITH
PINK RIBBON.
EXISTING EVERGREEN TREE
EXISTING DECIDUOUS TREE
PROPOSED TREE
PROPOSED SHRUB
DATE
2-20-92
REVISIONS
3-5-92
3-10-92
3-18-92
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91-015-00
SHEET
io OF 12
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GROUND COVER
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16" POPLAR
WHITE OAK
112" POPLAR
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COFFEE -
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10" COFFEE
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LANDSCAPE 11M8ERS I + I PROPOSED TREE
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TIME$ER WALLS/
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12 MAPLE
16" CHESTNUT
CLASS
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CHES-(NUT.,.
OAK
140 POPLAR
PROPOSED SHRUB
SEE SHEET 10 FOR GENERAL LANDSCAPE NOTES & SCHEDULE
I It4-
20" POPLAR
20" POPLAR/
NEW ELECTRIC
JUNCTION BOX
NEW 2* 90* BEND
A
580
SCALE
DATE
2-20-92
REVISIONS
MARCH 5, 1992
MARCH 10, 1992
3-18-92
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SEE SHEET 10 FOR GENERAL LANDSCAPE NOTES & SCHEDULE
NOTE: THIS AREA NOT SURVEYED
PARTIAL TREE LOCATION ONLY
PROPOSED TREE
EX. WATER CHUTE
AND MILL WHEEL \
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EXISTING �� ; PROPOSED SHRUB
�MILL/GENERAL S j ORE
EX.
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AREA -'
EX. INLET
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TBR 140 OAK
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T a E X, Z5, BUFFER
a4- - EX. TR E E
- Sp�V �T� _-r- LANDSCAPE TIMBERS
TO B '- ,
12
a4/f' / POPLAR
TBR
hl lIN6wY
P L.
SCALE
1 v? = 1 o'
DATE
z-zo-s2
REVISIONS
MARCH 5,1992
3-I 8-92
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DWG. NAME
SHEET
12 0 F 12