HomeMy WebLinkAboutSDP201700079 Plan - Approved Initial Site Plan 2018-02-1574
SITE DATA
OWNER / DEVELOPER:
MARCH MOUNTAIN PROPERTIES LLC CONTACT.. DAVE BROCKMAN
1005 HEATHERCROFT CIRCLE, SUITE 400 CELL: (702)-985-9088
CROZET, VA 22932 dave@oldtrailvillage.com
PLAN PREPARER:
ROUDABUSH, GALE, & ASSOCIATES
914 MONTICELLO ROAD
CHARLOTTESVILLE, VA. 22902
(434)-977-0205
TAX MAP PARCEL No:
055EO-01-00-000A2
PARCEL AREA:
23.27 AC
ZONING:
NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS
OF ZMA 2015-00001 APPROVED FEBRUARY 1, 2016
ENTRANCE CORRIDOR OVERLAY DISTRICT ,
STEEP SLOPES (MANAGED & PRESERVED) OVERLAY DISTRICT
USE:
111 SINGLE FAMILY LOTS (82 SFD, 29 SFA)
BUILDING HEIGHT'
SINGLE FAMILY DETACHED: 2.5 STOREYS OR 42'
SINGLE FAMILY ATTACHED: 3 STOREYS OR 50'
SETBACKS:
FRONT: 7.5' (MINIMUM) JO' (MAXIMUM)
SIDE., 7.5'
REAR: 75'
AREA SUMMARIES:
SEE SHEET 2
LOT AREAS:
SEE SHEET 2
GROSS RESIDENTIAL DENSITY.,
4.77 UNITS/AC.
MAGISTERIAL DISTRICT
WHITE HALL MAGISTERIAL DISTRICT
STORMWATER MANAGEMENT.,
AS DEFINED BY THE OVERALL STORMWATER MASTER PLAN (WPO20160009), APPROVED
412512016
WATERSHED:
LICKINGHOLE CREEK
TOPOGRAPHY:
LOUISA AERIAL SURVEYS, AUGUST 2012
BENCHMARK:
INLET TOP ON OLD TRAIL DRIVE = 653.0
DATUM:
VERTICAL - NAVD 88, HORIZONTAL - NAD 83
CRITICAL SLOPES:
CRITICAL SLOPES EXIST WITHIN THE PROPERTY LIMITS
FLOODPLAIN:
THIS PROJECT IS LOCATED WITHIN THE FLOOD INSURANCE RATE MAP ZONE
X-UNSHADED (AREAS DETERMINED TO BE OUTSIDE THE 0.29 ANNUAL CHANCE
FLOODPLAIN), FLOODPLAIN ZONE X-SHADED (AREAS OF 0.29 ANNUAL CHANCE FLOOD)
AND FLOODPLAIN ZONE AE (BASE ELEVATIONS [DETERMINED) AS SHOWN ON COMMUNITY
PANEL NUMBER 510006 0237 D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005.
PARKING REQUIRED:
2 SPACES PER SINGLE FAMILY DETACHED - 82 SFD = 164 SPACES
2.5 SPACES PER SINGLE FAMILY ATTACHED - 29 SFA = 72.5 SPACES
237 SPACES REQUIRED TOTAL
PARKING PROVIDED:
4 SPACES PER SINGLE FAMILY DETACHED - 82 SFD = 328 SPACES
4 SPACES PER SINGLE FAMILY ATTACHED - 22 SFA = 88 SPACES
1 SPACE PER SINGLE FAMILY ATTACHED - 7 SFA = 7 SPACES
423 SPACES PROVIDED TOTAL -
EXISTING IMPERVIOUS AREA:
X
PROPOSED IMPERVIOUS AREA:
X
PROPOSED TURF AREA:
X ;
LANDSCAPING:
SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES AND
DETAILS
LIGHTING:
1. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS.
2. EACH OUTDOOR LUMINARIES EQUIPPED W17H A LAMP THAT EMITS 3,000 OR
MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE
ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL
DISTRICTS AND FROM ADJACENT ROADS.
J. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT
AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL A 1.
THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE THE ALBEMARLE COUNTY
WATER PROTECTION ORDINANCE.
THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
THIS SITE IS LOCATED WITHIN
THE SOUTH FORK RIVANNA RESERVOIR WATERSHED OF A PUBLIC WATER SUPPLY
RESERVOIR.
GENERAL CONSTRUCTION NOTES
PLAN NOTES
1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DIURING THIS
PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED.
2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS
SUBSTANCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE
PRESENCE ON ANY SUCH SUBSTANCE.
3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY AL
L ASSOCIATED FEES.
THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN
R
ACCORDA
NCE WITH THESE PLANS AS WELL AS LOCAL STATE AND FEDE AL POLICIES.
4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS
DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR.
6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
7.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST
EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION).
EARTHWORK. DRAINAGE & SITE CONDITIONS
1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR
BE NO GREATER THAN 2:1.
2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE
COMPACTED TO 957 OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 MErHOD A,
WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL.
3.ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED.
4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VOOT
ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS..
5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE
ENGINEER.
6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND
IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH
CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS.
7. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE
PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT.
IIIIIIIIIIWIIil IIIIWINWIIIF OWWINII IWIWWIII Illwll- IIIIII 'I � IIIIy��lII1, pI�f�IIIIII I III I, YWNIIIIIIIIIIIPOWI
Y I' 111111111114WI N I�I� III III IIIIIIIIIIIIIIIO I�,p IIIIIIIWWI IIIWWIWIIIIIIIIII.
IIIIIIIIIIWIUI IIIIIWIIW01111111 IlwNlllI IIII I III. J�N uW, IIIWWIIIIIIIIIII9 TIN IIWIIIIIIIIIIIIIIIY IIIIIIIIIOIIIIIIIIIILI PPfr IIIIIIL IIIIII IIWIWIIII TIN WIIIIIIIIIIIIIIWIWI
INITIA, L SITE PLAN
VICIINITY MAP
SCALE:, 111=1000 FEET
UTILITIES
1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE
CONTRACTORS SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTORS EXPENSE.
2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES.
CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST
48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY
(1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE
AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE
THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE
RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL
CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S
RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES
SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE
BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL
ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL
BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH
UTILITIES.
3.WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED
AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE
EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER.
CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES
ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY
PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY
UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL
BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS.
4.CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE
INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY
OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY.
5.THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER
BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR.
6.ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE
CONTRACTOR. CONTRACTOR SHALL KEEP A 'REDLINE" SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT
REVISIONS.
Submittal Type
Reviewed and Approved by the
Commu ity Development Departmen}
SHEET INDEX
SHEET 1---------- COVER SHEET
SHEET 2---------- OVERALL PLAN
SHEET 3---------- EXISTING CONDITIONS
SHEET 4---------- EXISTING CONDITIONS
SHEET 5---------- EXISTING CONDITIONS
SHEET 6---------- SITE LAYOUT PLAN
SHEET 7---------- SITE LAYOUT PLAN
SHEET 8---------- SITE LAYOUT PLAN
SHEET 9---------- UTILITY PLAN
SHEET 10--------- UTILITY PLAN
SHEET 11--------- UTILITY PLAN
SHEET 12--------- UTILITY PLAN
SHEET 13--------- GRADING PLAN
SHEET 14--------- GRADING PLAN
SHEET 15--------- GRADING PLAN
SHEET 16--------- LANDSCAPE PLAN
SHEET 17--------- LANDSCAPE PLAN
SHEET 18--------- LANDSCAPE PLAN
SHEET 19--------- LANDSCAPE NOTES & DETAILS
SHEET 20--------- TYPICAL SECTIONS, NOTES & DETAILS
LEGEND
EXISTING INTERMEDIATE CONTOUR.--------
32------- I
PROPOSED TREE
FP
EXISTING INDEX CONTOUR
------ GO
EXISTING WATERLINE W/ TEE
-----
PROPOSED CONTOUR
-.20
PROPOSED WATERLINE W/ TEE
W
EXISTING EDGE OF PAVEMENT
- _EX. EP - -
EXISTING FIRE HYDRANT
PROPOSED EDGE OF PAVEMENT
EP
PROPOSED FIRE HYDRANT
EXISTING CURB AND GUTTER
EX.
-_C&G - -
EXISTING WATER VALVE
PROPOSED CURB AND GUTTER
cc-s
PROPOSED WATER VALVE
W
TRANSITION FROM CG 6 ROLL-TOP
CG 6 RDLL-TOP
PROPOSED WATER METER
IJ
EXISTING STORM SEWER
Ex 15- RCP
EXISTING REDUCER
►
PROPOSED STORM SEWER
1
PROPOSED REDUCER
0 W
HANDICAP RAMP )
EXISTING
ASANATARYSEWER
-- - -"- --"_--
DENOTES LOTION OF STD. VOOT
EWER
---------- 0-
TIONA_
CT D2 D OR JURISDICTIONAL
srANDARo P coNsraucnoN
PARKING INDICATOR
12
PROPERTY LINE
--
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
EASEMENT LINE
- - - - -
BENCHMARK
CENTERLINE
-
CRITICAL SLOPE
LIMITS OF CLEARING AND/OR GRADING -
SLOPES To BE SEEDED. MULCHED & TACKED
EXISTING SPOT ELEVATION
+12.0
VEHICLES PER DAY COUNT.
1,234 VPD
PROPOSED SPOT ELEVATION
+ 12.0
LIMITS OF DEMOLITION
PROPOSED STREET NAME SIGN
-
EXISTING FLOODPLAIN
• • • ...
EXISTING SIGN
r
STREAM BUFFER
a - - - - u
PROPOSED SIGN
-r
EXISTING TREE DRIP !LINE
SANITARY MANHOLE IDENTIFIER
OA
EXISTING TREE
EX. 15' OAK-
STORM DRAIN STRUCTURE IDENTIFIER A
DRAINAGE SYSTEMS
1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND CUTTER LINES, TO PROVIDE
POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO
ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER
ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED.
2.CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS
AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY
DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE.
3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING
BACKFILLED OR BURIED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO
UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH
INSPECTION.
4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS.
5.REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BE -FORE
PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY.
6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR
TO FINAL ACCEPTANCE.
7.ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S
SPECIFICATIONS.
8. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR
PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED USING
MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE
ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER.
APPROVALS
DEPARTMENT OF COMMUNITY DEVELOPMENT
DATE
PLANNING/ZONING
ENGINEERING
INSPECTIONS
ARCHITECTUAL REVIEW BOARD
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VA. DEPARTMENT OF TRANSPORTATION
I REVISIONS I I
0
C) Z
Z !� 0-
D W O
Q a_
DATE
DEC. 20, 2017
SCALE
AS SHOWN
CONTOUR INTERVAL
LU
V
Z
ggz
M
W ` , a _ >
� Y 1-0
cc U
- o
W �
O�Qcc
>-jac W
o co
U - �
ZQ
J
0
FILE NUMBER
8053
SHEET
1 of 20
j
li \� " r i , I FPAI, I - 3"\P,, , - .,\, I - �. - r . , : , i, , 1',' '13121,1 -' -11,3 ',3' AM. Al ,
__ — — \\ MARCH MOUltITAIN PROPERTIES, LLC
.--"— TMR 55 103E \
—" ``\ \\ USE, GOLF CLUB/COURSE
--
\ NI(JG: RA� \\
__ T l V BASIN /r
\ \ x
,
,
\
\�a
,,, /'.•6�p'dJ_�'- ( ,r / /� ! /kill i � ! / _ _- \� ` i \\ ,_
- ------ J( r l / i 11 ,/rr�ll I ( // ''o� j ,i \�,\,, . i j, ,,ir/ �/ f,••
,
66
/
� I
i
/
/
/
/
1 ,
h RCHIMOUNT,AIN PROPERTIES, LLC
I
I I i A v A A MP esE-ol-zz ss�
i
USA VACANT',
ZONING: NMD,
� � /
1
l
I,
I
1 '
1
Xt
/lk
61
IT
P
I
1
MAR'H MO,UNTAIf•� PROPERTIES, LLC
TMP 5. —103,f ( I ,
@ IUSE.• GOLF C/ B/CPURSE ',
R K ZONIN�: RA,
�/ I
0,
Q�
MATCHLINE SHEET 4
i
1x
Aess'1 y \
t
r '
nA5E�,?4 ,
�
,
G ` ,5� n I ,
1
1 \1 1
,� -------------
LEGEND
�pti � 1111111��.
It �,o TH op . ❑ STEEP SLOPES (MANAGED)
-- 1
o c
STEEP SLOPES (PRESERVED)
Jimmy L. Taggart
MATCHLINE SHEET 4 Z ;P°��93Zze4' E�G`$ww SCALE =30
30 0 30 60
/ I. 1�111111
/
/ SCALE IN FEET J
REVISIONS
0
Lu
Q
zza
j Zi
Q a
DATE
DEC. 20, 2017
SCALE
CONTOUR INTERVAL
2-FEET
/rw�
O Z V
2Ng�Za
a ct)
zyw>
Z
oV ��
U cn —
J
Z � 1<
vJ Z
w p
FILE NUMBER
5053
SHEET
3 of 20
- _'VP. T,.v.. .r i_i 1 i, Flan -a .S11; 7:—A0 V --
MAR,,N MO�UNTAIA{ PROPERTIES, I�LC m I I i I i \ I X I ' '� ' I ` -"____ __ _
TMP 54-10JF, i ( i//
USE. OLF CLURICPURSE ____,
ZONIN�: RA I I,I / 1 1 I I I I'1
I Y'r
1/ EX. FENCE
aMATCHLINE SHEET 3;MATCHLINE SHEET 3
'I • v ` i ( I I 1 A '1 i I II II I X �� ', 'V � -'- It .m � �/� / 1
•\ � 1 1 i ( i i' � I i � 11 'I \ ` \ , / ' ati i J 1 '�, / 1
V V1
.:aA� 6�s,
N
61
,o
1\0 \ A',
1.
65a
rl
'II •�\ I '� o / / I / 1 / ^�o l � l it 'r I ' '1 \ , \ \ '� \ 1 I 1 , I � � J I
1, • r I i l /' / `,O ( i i I 1 \ li 1 \ 1 I �I I I it I
it
/ / •. '� '�` �o \\ '', `I \\ I it � �I 11 � 1/ l' it i ''i II ''1 \\ , i 1 I �!� �, I + ' I I' i j \ li:
i
i l I I I i 1
' y \
1
1
1
� •A—• �\➢'` ` I o 1 \\ N \ \\ , \x
• I � I • V `.1 � V A ` � V A / ( � � J 1 , it ' , � �
�1�,��� a ) I I 1 11 ' 1 � `, `\\ ' � \\ �•-• -.___ /// oo�' ) �/ j i i � ( i/ i� i J i I i i j , � '1 r'/ � / o�n,m
1 ,c 11 • L 1 � 1 \ \ \ \ _i/ i 1, 1� I. i i 1 1 I I it /•
I i I I
', \ ` I I � \ �\\` \\`, � \\`\ \I \\1111 i I I { 'I ' 1 ', '� ' I II I / I I •I I
1
� I J
I I
I
I
1 � I LEGEND
644--.__tiTti of �+
7,p, STEEP SLOPES (MANAGED)
16
❑ STEEP SLOPES (PRESERVED)
Jimmy L. Taggart
1 ` i '1 '1 i o � A 22841 H4
MATCHLINE SHEET 5 '� \ ` \ j { \ — _ MATCHLINE SHEET 5; �,�°FF9 ��4
1 I 1 ti SCALE I"=30
k
0++r++++N� 30 0 30 60
', ••� I ( 1 ro `, 1 \ I !I, I SCALE IN FEET J
REVISIONS
Lu
U z
Z — D-
0
Q 0-
DATE
DEC. 20, 2017
SCALE
1"=30'
CONTOUR INTERVAL
2-FEET
W
Z z
°Ng5z
0 CY) 5
zyw>
I.. Z
ov J:
00 1 Lu
cp Z Q
W 0
FILE NUMBER
8053
SHEET
4 of 20
TM'A""T
• ` ,I'ii 1CHLINE SHEET 4 • vv �v ; ; ! i '', v 'I i '' i
\
; i i , �, ! ;; MATCHLINE SHEET 4
c
�
\ 1` II.
'\ \
cc
W
6l , I \ -_ I' I ....' ,
``I I I.. {, , I I 1 i
`v 11 'II I�
V
� Z N N
v 'v v v v • v ' � � vv • ', 'v ', `, ' ' 1 ', '11 ; I 'I ', x 1 ', -- --� r i I I ; I �, 1 ' I , J . •- i,
1`I 11', _" `'\ 111 IIII I '.. I' ' J
11', I, I 1\
`\ � '\ ``\ \\` `\ \ `\ '•�. '\ • � \ � '' i ,I'
\\\`
1'I
F—, el (pp�1'
z
I 1 I m I 1 / I I , \ , �?
i 1
`1 ` `\ \ \` ` \`\ \ ' • I 11 \1 1 'll I 11 III 1 I III '' `, I \\ J 1 ` \\\ , i ' II /, / !'
V � N
u n P' [L
U 2 Q � cc
'v v A ' vv \ � , AI � v� •
of 'I
1 I A\ ,I ' I , '1 1 v m`v 1 \ I I , � 1 \ i t'1'1 'i1 `v V '
i/j � W ? g �
_
» m { V 'v A'v' V'•v`
1` I\
Q U w
m 1 i, \\
1 1\ m \
\sue
r°;, � \
.v�`, {
�I'
v • 1 I /' / // v f �� I I I�;�� I'I v '11t 1
1 1 1 v IB
1 •91 •'\ // '1 -. i
11 1111' 1
b 1', 1, \\\ //
�0
I '//
° I I • 1 l _
/ '/ ,/ f IJ III
'
J 'l Z Q
03 du
I�� m' I 'i i• \ �` 1 I �� I I ' � 1 \ \ 1 ' `` \ 1 1 /,rc
i� I I I I I
/ J ' I ti o • • \ \ \ \\ •' \I I II ' 11 I\ \\ r/ /J Il lJ I /.
o
0 '0 m
, 1
m� •V A \ \ /
i \ Ali / '� 1
Q
W
I /I I // ,'� /
v v v A
/J� I m •\ m \ t / 1 /
�Lu
Z Lu
z
IL
-----------"' If
7 ' � � 1 11 a ''•1 � o ��, g J
1 AV
1� J • 1 •
AV A A / /, / JJ 1
I
vvvv�V A\
�.�//
r -_ r/ ti // //', a
�\\ EDGE //
REVISIONS
• \ \
/_
Lu
0
!! 688'
�\ \ \1i i , `\ \ \• \•
/ MARCH MOUNTAIN'PROPERTIES, LLC \ X`_�-��,// / 0
\ � ~� \\ \~\
z
Zc a
G
t TMP $5E-01-A3 • 1 \ ` \ `I
a `�_____ _ 686 // �. // / �,�p\hSi,�PO /\`
`vvv��/r / i
`m\ \V
> J `,
V
/ USE VACANT I: __ - OJtTQ 04,��Gi it
••
ZONING: NMD • / �\ \ \ `\ �` '.. 6 / ' / / /�: �"\ J 0� . O
-'
❑ W
'
/ I • I .J °'\ o ,. �, \ ` \ - X // �,� / __ / Erb' / ,� / Oe G, /
�• / ' ///
'�
1 : \ \ V � p ! /' / ,,' // T%
"'\\\ ��, ��QJ9�'�,0� ���/ !!
DATE
DEC. 20, 2017
_ -' �--..._.... :\ ., � \ ;.'.. 1 \ o\ � ~\ � •\ `� '\ \ � X
bra ' \ \ \ \ • ~l 1 I`\ \ __ l o o" 6y° ' e°ti f !
1" = 30'
__ .a .-a:' _\\
\
\
F!t-; �� s � �., ,, ,, �._..._... \.\. ��� j � �.\ • � �\ \� - --------- -
------------
\
CONTOUR INTERVAL
2-FEET
•
` a ----------------------
\\
. �.
%2� o � � \ '�. -
s\ 1
//
W
�+w. �sy-p • \ `� __ /i'( ' 'O / , / �p ! ' MARCH MOUNTAIN PROPERTIES, LLC
TMP 55E O7 {11 A
��.'f \ '� \\ \�. �`' = - _ �'• �' /�\ // liv %/
Z
O Z
4
�\ U E.' VACANT
%
ZONING: ,NMD
6sg_
Q_
\\\\MV
-------- H
\\\ • \', `\ \1\, J 'PEy,� � "e -sAN-S ESMr , Ff �.\ / /y5�' / /! ,�' � / JJ
I � ps I
--� `�--6 • 1 \
Z � LI.I
/0 � ��/� _j '0
.\ \
V V/ — 0
`EX
/
v
MARCd-MQUNTAIN PROPERTIES, LLCY
55E Ohq,S
USE: VACANT �� sp \ \ d ° \`. \
ZONING: NMD \
I
L
\Y/
'-_____ _ _______ _____` 'z«.• - / EX D GE
\ \ \� __- �_ __- / �- �� l 0.9 7i 88 PG.I
\
J
-_\P.k r --
RfEt�`� ��` \`�` '\"� '� _-• \ -` \ / I 1 / PEEll 934
r ----_ -_ ---- .x/.;LO
-------------
\
— "_
Ex- 2866 P.G. 134
/A
----- --- ----/,.\,.b-SLOPE _ - �— / -
ACL 5'9 EASEME JT _ %Gf`Z F � / r
___BD 3924 PG 151
- J_'/ _ _______ --------
-_- ,_" ,_,- ",__-' _ • ________________
_
w--------�� r- jl a
----- - -- - - END
�- _- -- `,,.• \ a o.. -" —S 015743" W 215.45; C7
— — OLD TRAIL DRIVE ~_ rT
/ w�f�• y�tiMLT ��� : LEGEND
F
VARIABLE WIDTH R-o-w a \\ �.i - - _
' SLOPES (MANAGED)
_ - _ ! _
\,�l'� 11 r'+ T \� — — %BENCHMARK �\ k�$ ci — — — — — — a� cP a w/ :
�4 '+4/ l TOP_653,2 i c�i
— �'u
=NBER-•
15 NrE�o�j•, '-``- --- STEEP SLOPES (PRESERVE D)
MT f ® ' ��• ______� \ — Jimmy L. Taggart
J� SC
ATC LINE SHEET 12- — _--- --- ----- ----- ----° - -_ < -� DB 268sDRAIPG I3� ---- --- ------ - -- --- - -- - _--- M C H S H E E 12 �,�°�F� 22841 �.}w�4 ALE , -30
----
__ ___ _ r, 9 E�
- -� ---- _ --- --- --
_ v `v ��� t �-A -� 0 30
\ y
--
-- {
SHEET
--- -- - -
N- __L__ \ � �` �`,, y � / ,� SCALE IN FEEL
a
5 f 20
---------- ------ - ''��•s\ ;' �
r 1-, .wl 5��a�„-.s"vP 1'nn:.,.1R1.,1, < .i— 1'./'1)/ ,I. _IA
MARCH MOUNTAIN PROPERTIES, LLC
IMP 55-103F
USE..
GOLF CLUB/COURSE
ZONING: RA
/rA,
\i.
"NO PARKING —
SIGN
28
o�
NO PARKING
SIGN
A=60.00'
32
33
\ ^
27 \ h° NO PARKING" 'NO PARKING" WI-1L /
\ \
O PARKING"'r / SIGN SIGN `'2S ue�i '.c .y.. W13-1P
'•NSIGN
'l . m °
h mAp
SIGHT DIST. ESM'T.
26 \ \ < 34
"NO PARKING"
\ f OPEN SPACE SIGN
"NO PARKING"� L \\ "NO PARKING"
70\ /, r SIGN W1-1R \ '_tN9 SIGN —_
e y \ \ yo' p
W13-125 \ VVV ' ' OP
SIG W13-1P "NO PARKING" / q -.
SIGN
"NO PARKING" "NO PARKING" "NO PARKING—
r� \\ NO PARKING SIGN "NO PARKING"
/ \ \ SIGN y° SIGN SIGN -- SIGNL�\
/ } STRE
SIGN \
STREF�T- SIGHT DIST:ESMT . .': AL.L,EY: H' 12+00: SIG T•.ESM T.
t�+a�
SIGN �PRIUATEfACL`E.`Y�—' I STOP. -
q�
MUTCD #
DESCRIPTION
REMARKS
R2-1
"SPEED LIMIT 25 MPH" SIGN
24"X30"
W1-1L
LEFT TURN - ADVISORY SIGN
30"X30"
WI-iR
RIGHT TURN - ADVISORY SIGN
3o"X30"
W13-1P
"20 MPH" - ADVISORY SIGN
18"X18"
NOTE:
ALL SIGNS SHALL BE IN ACCORDANCE WITH THE CURRENT
VERSION OF THE MUCTD AND THE VIRGINIA SUPPLEMENT TO THE
MUCTD
24 25.03' 43.00' 43.00'
PARKING"
/o \ \ o /��. .1 SIGN
/ "NO
PARKING"
SIGN
of � ,ne of ,nt
43.00'
NO
SGNKING"
,n-r
— —
43.00'
�>
lllII
—
43.00'
lno
43.00'
NO
PARKING"
SIG"NON
yin
_
41.92'
\
PARKING'
SIGN o\
NO
PARKING"
SIGN !\\
IL4 0; IW IW IV/ rw y, ..., of ..- of
"NO PARKING'.. SIGHT of of al pl oI o, SIGHT ..'I
SIG - •/ DIST. DIST. + {1
ESM'T..'NO I 1
i \ o / 'NO PARKING"
PARKING1
Q' 70647 0 00 /r SIGN " I .i
y � I SIGN I ..
'•NO L"NO 'NO "NO "NO PARKING•' I N
MARCH MOUNTAIN PROPERTIES, LLC ry nn \ N I PARKING" PARK PARKING•• PARKING" SIGN
TMP 55-10JF N 22 h w SIGN_ SIGN SIGN 7.5' SBL (TYP) SIGN',
USE, GOLF CLUB/COURSE e J o 'r s� 66.93' 43.00' 43.00' 43.00' 43.00' 43.00' 43.00• 59.58'TREI
ZONING: RA / /
STREE7
+ap 2+tlb 3+00: a+oo
�STOI; _
ROAD 61
slcN
e bAtl _ _ __
R r , 38.71 43.00 43.00' 43.00' 43.00' 43.00' 43.00' 43.00 63.50' e M _. __ _ __
/ 21 "NO PARKING' '�j �l 'G,: "NO PARKING NO "NO F �1 "NO III "NO f� .. SIGN SGNPARKING' PARKIS N I F I•ENO PARKING"SIGN , V I SIGNING' PARKING' NO PARKING"
SINO GN PARKING" SIGN
SIGN
�p5•DD' aVAATCH INE SHE T 7
rCHLINE SHEET 7 103 102 101 100 99 98 97 96 9.
DIST? of of of al of o, 13-
o, oI SIGHT DIST. ESM'T. ,�/' 7 W1
/ 1 •/ I I f `
/ � 1 R2_1
'NO PARKING"
SIGN
MARCH MOUNTAIN PROPERTIES, LLC \
IMP
55E-01-22
USE, VACANT
ZONING: NMO
V
,111.11 21
LEGEND
1111/1/10►
it?
°{��PycH op Pic El%
STEEP SLOPES (MANAGED)
♦� o
U y
STEEP SLOPES (PRESERVED)
Jimmy L. Ta,lgart
22a4.
zz� w4
POFessroxe.0 t��Vww SCALE 1"=30
r►1�11111111 30 0 30 60
SCALE IN FEET
REVISIONS
Q�
Z U
zzn—
p Lu O
Q
DATE
DEC. 20, 2017
SCALE
1"=30
CONTOUR INTERVAL
NA
FILE NUMBER
8053
SHEET
6 of 20
r.... -r., _ , Fl , nwo 21'0/ I / aaL r r-
MARCH MOUNTAIN PROPERTIES, LLC
IMP 55-IOJF
USE., GOLF CLUB/COURSE
ZONING: RA
MATCHLINE SHE
N; Nisi I PARKING"
22
PARKING"
IN�
IN�
�NO SIGN PARK
:.gyp iF SIGN_
66 93'
43.00'
SIGN -J
43 00'
43 00
S GN 7.5' SBL (TYP)
43.00' 43.00"
GN
SIM
43.00
59.58
3.
p �'
/\• \
/ �o'..
1d}
o +00
'- :SIGN G�.�T
PRII/ATE STREET'
E
7... 30 R : 0
13+00
-
14+Go:
�T SGON
OpT?2.
T .PT3
r e
��•- /� �
21 "NO PARKING"
SIGN
�/V
- U
/ (�
p
. oo I
''G
38.71
'a� "NO PARKING
/ SIGN
= "NO PARKING"
� SIGN
43.00'
43.00'
"NO
SGN ING'
43.00'
"NO
PARKSIGN
43.00'
43.DO'
•
PARKIN
SIGN
43.00'
43.00
PARKING"
SIGN
63.50' 2
"NO PARKING"
SIGN
"NO PARKING"
SIGN
<o l I R2-1
20 II
- __j a
(5.00'
"NO PARKING"
.N I SIGN
19
it
105.00' ,
II
18 S.
MUTCD If
I DESCRIPTION
REMARKS
R2-1
"SPEED LIMIT 25 MPH" SIGN
24"X30"
W1-1L
LEFT TURN - ADVISORY SIGN
30"X30"
W1-1R
RIGHT TURN - ADVISORY SIGN
1 30"X30"
W13_1P
"20 MPH" - ADVISORY SIGN
18"X18"
NOTE:
ALL SIGNS SHALL BE IN ACCORDANCE WITH THE CURRE T
VERSION OF THE MUCTD AND THE VIRGINIA SUPPLEMENT TO THE
MUCTD
S
i 103 01 102 0, 101 0l 100 99 98 97 96 95
Q/ DISTT p' of of "al of of u'o� a� SIGHT DIST. ESMT./_-
.� ESMT. I N/
,•i .,No
NPARKING"
02 SIGN
I OR "NO PARKING" .a
SIGN
"NO "NO NO "N0 "N0 STREET '.
N
"N O
19 � �SFREF'f
e,� SIGN
a 75.2
0 83
R o
23, 2
0 0
N
9 '..
"NO PARKING"
SIGN
-1L
3-1P
"NO PARKING"
SIGN
A PARKING PARKING PARKING
PARKING'• SIGN /
II SIGN PARKING" '•NO PARKING•'
-Sl>.58 SIGN SIGN ..
63 58 43 00 43.00 43 00' SIGN SIGN 90 I• 3/ ? / / 00
43 00 43.00 43 00 43 00 43.00
1 0o i ,_ ;11+00:1z ao ALL F �3+Go 14+00
PRTPQTE�C�EI •: -+- `.T`_--1- - r 4 w5� '.:� � 35
48.92' 43.00' 43.00' 43.00' 43.00' 43.00' 43.00' 43.00' 48 92 \ h
T Zo 7�'; I^o No SIGN PARKING" PARKING 7.5' SBL (TYP) "N0 'NO "N0 "NO PARKING"
I u - STREET SIGN F
RKSIGN PARKING' PARKING" SIGN Q\ �OS'00•
SIGN � SIGN SIGN
STOP
"NO PARKING FSIGN
SIGN
p "NO PARKING"�
• D 87 88 p(\ M (\1 SIGN 36
SIG No PARKING"
n I 89 7U 9 SIGN
of of of of 93 94 m o
. IN SIGHT a, of of 11 of of of of
DIST.
10
ESMT.
5.00•
GN "NO PARKING" I I'NO PARKSIGN ING" P `z 68 2 \
STOP
SIGN STREET 0 P
'NO "NO'NO SIGN
PARKING" PARKING" PARKING' PARKING' PARKING" NO : M
NO
37
7 S iYP �y SIGN SIGN 7.5' SBL (lYP) SIGN SIGN h` I ¢ L
7.5' SOI; 7 NO PARKSIGN 1 R SIGN SIGN - - - ARKING" o m
1 43 00' 43 00 43.00 43 00' 30.30 A � 5O 'I? ! `'II
3v 43 00 43 00 43 00
7 oo Od n.+oo 1z+oo PR.NgTE STREET (. 1
---1 : O R- 13+00 : 14+00 3 107,g 1•
ROAD E: 51GHT DIST
- - - -
p �o
74.89' 43.00' 43.00' 43.00' - - 43.00' 43.00' - - 53.23' 38 105 p0� \ N
"NO PARKING" (�
SIGN "NO NO I NO �'NO PARKING" m o:I °'
"NO PARKING"
c> PARKING" PARKING' PARKING' :.Coi '.I m SIGN
STREET SIGN SIGN SIGN SIGN 7'. I
\ 16 "NO PARKING" \ SIGN
I \ STOP
SIIGN SIGN -
SIGN SIGN _ p
SPARKING" "NO PARKING" i 105.00'
NSIG�• � �� �
85 of a of of 82 0l 81 0oI l 80 0l 79
o Al.
83
s' I �' of I o, 39
+' .:, �o
NU
O- +
\ "NO PARKING"
15 \ ..•\ SIGN "NO PARKING"
' \ STOP I I SIGN
N� \ SIGN Np STREET 105.Op'
NO SIGN
NO PARKING' PARKING' PARKING"PARKIN NO PARKING" �I , �'1 N SIGN SIGN � - SIGN - -SIGN SIGN
�ol
\✓i a _
42.87 43 00 43 00 43.00' 43 00' 43 00 45 90
Q� - 40
/ �. +a sIGHr: olsr ESM T- :: AlFY: D p
17+oa: 1�+00
N 0 PARKING" : : 73�7 2 'NO PARKING"
/Il'ALL NO PAR!(IN"" SIGN
1 \ / 1(li \\ o No o �` ,':SIGN -- S,IG- ,� SIGN SIGHT GIST ESMT-
1 \ \ yNa yN0 0 STRN ET 56.28 43.00' 43.00' 43.00'43.00 105.00-
F_ -1 " \ o ...1
o \ t "NO PARKING"
0� N SIGN PARKING" ti = �..lo
0 NO PARKING" o o STOP
SIGN o SIGN r+; 41
SIGN
"NO PARKING" n N'
I SIGN -
13 73 74 75 I ly o�
m of of of 76 77 78
,r, I of of c, ' U Q�I 105.00,
n
NO PARKING" 42
SIGN _- _
1
=05.00,-
43
STOP
SIGN
-� SBL ryp
�_ 1n5 n�•
"NO PARKING"
12 SIGN
"NO
a
'�21 PARKING"
"NO PARKING"
SIGN
SIGN
NO
STREET
>
PARKING"
NN
SrIGSTOP
SIGN
�_
PARKING"
"N0
SARN ING"
SIGN
O PARKING
.ENSIGN r
S
_GN
J
JII
I
1
1 /
10 "NO PARKING"-
\o SIGN
/
w
85.00'-
7.5' SBL (TYP.)
"NO
PARKING" 44
SIGN
85.00•
45
TCHLINE S
u0' I�
46
e\,TH Op
♦� 0
U
Jimmy L. Taggart
lk. Nv.
22841 w4
ZONAL ECG
MATCHLINE SHEET 6
LEGEND
STEEP SLOPES (MANAGED)
STEEP SLOPES (PRESERVED)
SCALE 1"=30
30
0 30 60
SCALE IN FEET
REVISIONS
0
Lu
0 z
Z C OQ
0 w
a�
DATE
DEC. 20, 2017
SCALE
1"=30'
CONTOUR INTERVAL
NA
W
Z
Z
g ga
`\l g =
�Yw>z
0 J:
Q J
gjao��
cop w
fjn
V� O
FILE NUMBER
8053
SHEET
7 of 20
..AT IFP' ,. L IRA xL-bG. AHIac, 3p,F'rel , nlan avg, 1'12012 1, ?.53:00 >M n,,•;,..�.
10 "NO PARKING" SIGN PARKING" SIGN PARKING" 11 PARKING"
SIGN .. \� \�' 72 SIGN SIGN PARKING" O SIGN
71 70 69 SIGN
"ND 67 66 65
MATCHLINE SHEET 7 PARKING'N o I^pIIII ' 85.DD'
o. / /\ �C �..� \°%\ SIGN m ml m II r '7 45
PARKIN ARKING' 85.00' NI \ SIGN"NO "EI
SIGN
\ STOP ppRKIN G NO STREET + •,y; AL
�\ \`� SIGN SIGN N SIGN po
31 50 24.00 I 24.00
85.00,
$ 7D+do a SICHTDISTiESMT. n+qo '.ALLEYS 2+oa F z 2.13a.1 47
RRI�tATEEY: "NO PARKING" '
SIGHT DIST ESMY:
'22_�0 W * SIGN JI n
/50 , r2400' V4 R 85.00' JJl 05 3 A7' 24.00' 31.50 7 50 I
8 "NO PARKING 7.5' S13 I(NP.) "NO NO
\/ SIGN NO �_
\ SIGN PARKING" PI4RKING'� cTOP f 7.5' SOL (TyP.)
\ SIGN SIGN
PARKING"�
SIGN
N
\ \ PARKING" _
\ \✓/ ,0500/ No _::o SIGN 85.00'
of
`\ \ 59 60 2 61 6' 62 63 64 Q I 49
—
7 PARKING"
\ / SIGN NO SIGN PARKINGSIGN 3 ��'` 85.00'
STOP p C^
o SIGN PARKING" 50 bi
(TYP
MUTCO DESCRIPTION REMARKS
SIGHT.DIST ESM r ' ROAD .
R2-1 "SPEED LIMIT 25 MPH" SIGN 24"X30" 51
WI-1L LEFT' TURN -ADVISORY SIGN 30"X30" "NO PARKING 6L} b N 0. +Ob PRIUq TE STREET aDi 6C
6 SIGN M
p g0 94 g� se _1
W1-1R RIGHT TURN -ADVISORY SIGN 30"X30"
W13-11 "20 MPH" - ADVISORY SIGN 18"X18" o, \ / in 6 lr II 55��GG NO SIGN
\\✓/ �� STREET —
NOTE: SIGN � � O Y ,. �p SIGN LL��JJ SIGN
ALL SIGNS SHALL BE IN ACCORDANCE WITH THE CURRENT
u ^' o: 1 Q �PAR,' ING"
MUCTDN OF THE MUCTD AND THE VIRGINIA SUPPLEMENT TO THE N o .1
5 `� 57 56
/ \05 00 25.00' 20.00' 20_00' 27.50' 27.50' _ 20.00' 27.50'
MARCH MOUNTAIN PROPERTIES LLC \ L`.1 "NO PARKING"
TMP 55E-01-A3 0• SIGN
USE VACANT N \
ZONING: NMD "NO PARKING"
4 SIGN
o `{ 1
"NO PARKING"
SIGN
\/ 2 "NO PARKING' 1
\ SIGN
o �
!a
r ` ➢ :1
r
N,1
MARCH MOUNTAIN PROPERTIES, LLC
TMP 55E-01-A5
USE.. VACANT
ZONING: NMD
EX SLOPE ESM'T
D. B 2B86 P G 134
OLD TRAIL D _
SIGHT DIST. ESM T -
- BEE WIDTH R 0-W
_ _ —
TT
— ""."" -- -- - — —
-- _-,-.
_ — 445 �--� EX 1,' NrELe�
_ --_.
IA-rf+1 II IAIr C 1 IrrT All —' \
"NO PARKING"
"NO PARKING`
SIGN
II I,
SIGN
PC17li 515
[-12-1
"NO PARKING"
SIGN
I "NO PARKING"
SIGN
Ij'
STOP
SIGN
I
I
-
EX. ACCESS EASEMENT
ry OB 3924 PG 151
——SOl'51'415.45`
MATCHLINE SHEET 71
�G
V
1�y
OQ�'ryti
�KrA
J�y'UG'
41
Q'rP P
� GJ�yyEaQ �.
MARCH MOUNTAIN PROPERTIES, LLC
TMP 55E-01-Al-A
USE VACANT
ZONING. NMD
T EX DRAINAGE ET '
D.B. 2886 P.G. 1;
\�OP>Ti 34
7-SIGHT DIST�J ESM'T. — � ---�
BENCHMARK
EX INCET
/ _ TOP 653,E
_ EX.ORA,NAGE ESM'T OB zaas Pc 134 MATCHLINE SHEET 1,
LEGEND
�11111111j+
.�.•��PyTH op Pf�c S ❑ STEEP SLOPES (MANAGED)
rOf /�
U y
STEEP SLOPES (PRESERVED)
Jimmy L. Taggart
ic. No.
9a 22847 Fw4
F� al0 SCALE 1 "=30
��/•,ysr ONA6 E 30 0 30 60
•11111111 rr_r_ _
SCALE IN FEET
REVISIONS
Uz>
❑ LLJ O
Q Q�
DATE
DEC. 20, 2017
SCALE
1"=30'
CONTOUR INTERVAL
NA
W
Z
�ggz
`'I
�YF>z
00 A
g_w
uimp�—�
�-- Z p
U) J
O
FILE NUMBER
8053
SHEET
8 Of 20
MARCH MOUNTAIN PROPERTIES, LLC
HIP 55-IOJF
USE GOLF CLUB/COURSE
ZONING, RA
`. 29
28
�o
A
9
MARCH MOUNTAIN PROPERTIES, LLC
NIP 55-IOJF
USE. GOLF CLUB/COURSE
ZONING. RA
�\
1 I .s
MATCHLIF
z
22.5'
\
5-7 FETL,'JTI`iN BASIN
\.
F
30 T
FA
31
32
/ A
33
.� MARCH MOUNTAIN PROPERTIES, LLC\ \
IMP 55E-01-22
•� USE VACANT
ZONING. NMD
o
�T
a
\•\x
34 \\ \ \
225
11:25'HB. HB ` •\ \.
1 J �
LEGEND
op ro
f�•
❑ STEEP SLOPES (MANAGED)
o
U i
STEEP SLOPES (PRESERVED)
Jimmy L. Taggart
No.
Li..
22841 44
�93[ONAL
SCALE 1 "=30
zn n zn An
REVISIONS
o�
U z
z-D
G
i —1 0
QIL
DATE
DEC. 20, 2017
SCALE ] 1
1"=30
CONTOURINTERVAL
2-FEET
W
Z�Q
z (,
g c (L J
(L Y w > z
� c)
10���
a
5m��
ZQ
0
MARCH MOUNTAIN PROPER7IES, LLC
TYP 55-IOJF
USE GOLF CLUB/COURSE
ZONING: PA
1
�
L
MATCHLINE SHE
° o �
I Ij�
® I�
(
+
I
1
° A
+Ig
+ + ml
\
+
u,
j
z
Z�eO +
I
a�2 +
I
U~ +
I
+
t
I
i
A+
m
i'
/
Z +
1 •'.
I
�I /22
��\ 69
B"X4" TEE, �\
n
56 f
2-8" GV,
1-4 GV
\ 225' HB-
. 20
M STRMT.:M
_..-
M
M
£
(71 5TRM: ESNVT:
21
70
57
o<�
71
WM (TYP.) \
58 \
103 , 102 1 101
I
1 100 I 99 98 I
97
96 1
95
7
72 59 / 6"XTEE,
GV,
FH
=E,
18
8"X6" TEE \ /
6" GV t `
FH
\�\ 17 RR
n �
40 f
84 83 82 81 un 70
I
8"X4" TEE,
2-8" GV,
1-4" GV /
MATCHLINE SHEET 9
\
37 %
\\
c
-8"X4" TEE,
2-8" GV,
1-4' GV 38
i !
SAN. LAT.
(TYP.)
39
7
�I
40If
':
1
--- R I
�i
41
I
n
I�
2
3
i �
ZZoo
42
I
/ �
/
m
�
[k1
� I
h I�
LEGEND
��rrrrrrrr \
o$ PLT tL op ``qc . STEEP SLOPES (MANAGED)
U i \
STEEP SLOPES (PRESERVED)
Jimmy L. Taggart
11A ° 22841 444
FF a�2 SCALE 1 "=30
i ��r ssroxn� t� 30 0 30 60
rrrrNH���
SCALE IN FEET
LU N U
o �
oNzz
U z <W �@
C g Tw >oz
cn 00
c/5
Q of
00
W p zv 6�
0�
y� 8
W0 ¢xx
1l? �LL
C V N
CIO W aW Zcc 4
Lu
W 2W
a_
mz
Z a
O/ Uzi
W% -
REVISIONS
Uz}
z—a.
owo
Q a
DATE
DEC. 20, 2017
SCALE
1"=30.
CONTOURINTERVAL
2-FEET
FILE NUMBER
8053
SHEET
10 of 20
10
�+ i °• 1 \ \ �\ � �
20"
72
STRM. SM'1
71
70
69
1 68
67
66
65�
(TYP.�LE WM
I IMATCH;L'INE
MATCHLINE SHEET 10 \ i . , ,
�;: 46 SHEET 10
o
t
,\ \\ 28
\
U
N N
9 8 P 31 46
n \_ • /
\
4 ph z�
\
VI-N. LAT.3270+00 �47.) \ \^� ... , . . . : P-I A - 20' STR ESMT: !"on'
aUAO8„%6"TEE,7aO
\ FH 1 I I I I \
0' STRIA. ESM' T I 127 48 I \
Q Q
O 2 U
° J 59 W 61 62 64 I
I
2
\ ° \ 63 ¢; 49
° ° n \ '. \ 20' STRM. ESM'T.
\ ®° t\.
/
I I
• ° \ \ 7 6 /
26 4 29 / :
\
a ..\ \ \\ ° \ \\ •' O '. .. \ \ / LL''., r I " 4 ' HB
60
W W FJj
4
-'
N rn
°
�r 5 — - 45• H3 25
'• '\ \ ° \ 22.5' HB SAN( PT)
° -
L`
,; DOUBLE WM
j \ 6"X4" TEE, �'.. r--- .:: �
\\ "t- \ 1-4" GV 22 STRM ESMT WAT4ES��L W i / (NP.�1 9� m I '..')
ATE 5TRE l,/ . I 1
a
23
a I i \\ • v \\ -- u
REVISIONS
3 8 57 66 55 ' 54 63 52
>-
o�
U z
° / OQ�'titi :I ! /
MARCH MOUNTAIN PROPERTIES LLC ° '\ \ \ • \� i \ ` 20' SAN.pESM' B ,;.✓ / �y��,P.��`��0 ./% j
TMP 55E-01-AJ • : \ ---JJJ CT
USE: VACANT N ° \ ,t S 5 5 1 10� V,0
ZONING: NMD i i \\ \1 \\ C'
n-
; O
0 L�L/I
/ 4�'�'
nn m ai ://-
- -_ - - -_ _ _
\ /
oh /
Q LL.
d
DEC. 20, 2017
- �� ° ° I• ��\ °n �\ ` XDATE
\ N' \ _..._ _••� �\ \ ° \ \ 0; / / /
h � /
SCALE
30,
2
/
CONTOURINTERVAL
2-FEET
� r /.' ! /
\
'
�•G\SAN SE\ J\\ ° ° \ \ \\
y \ � !, � / T / I f.� � �
cl
s 8"X6" TEE„ /
rW L )�_ A °�' 6" Gv, _
�.�I
rR
v
V! �. / MARCH MOUNTAIN PROPERTIES, LLC
// �/ IMP 55E-01-Al-A
USE: VACANT
ZONING: NMD
/
`\v
Z
6
J
Z /Q I g U'
4 V IL
SEW. h a.
hp�' hl,
SAN.
o'iP-a
n Lu
L
u. Y IZ
o I o , A .� ��
Z \\ r s''A �' ,/ elf
MARCH MOUNTAIN PROPERTIES, LLC �'�� \ y n •� \ \ ° 5 -:.:i A / J\ r
j
5 0-1 Q
TMP 55E 01-A5 3. o a '\ 6\ \ S y I \ \ \\ / / S��V
USE, VACANT m \
\
ZONING: NMD ^`�� \ �° '••\ .•'\vLr \ \\\
°
® • \ ' �I�o A � %� D.B. 2886 P-G- 1'.l �7
L 76 -k 5 /3g6 p'G 134
g. 2
Ex SLOPE ESM'T :.. : ° a o • .� o L• YY// l
�'. O.B. 2866 PG. !34 77 '. ° ° / - -- /
° a!! A I ..� V
EX
ACCESS EASEMENT
/
TOB 3924 PG 751 _
n C\
LEGEND
OLD TRAIL DRIVE
STEEP SLOPES (MANAGED)
VARIABLE WIDTH R 0 w - - - - - - - *• ° -
f � � CH K
JO / GP BEN MAR
FILE NUMBER
INLET
TOP=653 y
zz—
_ - - Tx. i5 Nr L-S .\ .. p /^ - r STEEP SLOPES (PRESERVED)
_,r r 45' HB Jimmy L. Taggart
8053
- - - -
Lia No. 4
MATCH INE SHEET 12 tiP e z26a1 G ��
ATC LINE _SHEET 12- — — _ \ ° \ oB 2R6 PC E4:t. aF SCALE 1"=30
--\ ���,F ,r' .. / / 30 0 30 60
�SCALE IN FEET
SHEET
11 Of 20
REVISIONS
C) ry
W
UZ>
Z — DO-
§�
QLd
a.
DATE
DEC. 20, 2017
E1�]
CONTOUR INTEWALl
2-FEET
FlLE NUMBER
8053
SHEET
I :
11 of 20
4, _, - , 7 1 33 2 a?'. - ,
\\ \\\ MARCH MOUNTAIN PROPERTIES. LLC
—_--- --- \ USE.
GOR 55 U/030 RSE
9
6
--
_ \\ ZONItVC: RRAC U
g
A ,
,
------'" / /'• gig' .,'' ,—""" ��,, �'. s \ I , m ', \ \ ` + \\} , + I Q- �0 \ \ � - / /
s \ `
,
,
,
72' ..- _---------
i
i
_ I 11
r
r
If
OY
48
30
AD
I ,
29
31
MARCHj MOUNT N PROPERTIES, LLC
TMP 55E—or-a6z ass
Us)<.• l'ACANT , I I
ZOMNG NMD+t
L / V AV A A l
28
I V�\o�,', ', \
A s
r
' � i i I � � •I 11 ' \O �� / / 2 � `` \ I M 2>xQ `� 49
3
I Ito
\'Zo
€sM'T.
34 \ l \
N SPACE \
77.7q + ,
N 11'148T'
/ \ �. /o II I I '+� , I ^• / / 20' STRM. ESM'T. A 51
,
I
, I
I / \
20' STRM. ESM'T.
/ ,
1 n i I I , , ��0 , HT 1ST.: ESM T \ 1 , 1 m\
', 577+ 8 SAN::SEW $ 31 20'.SAN SESM T: ..Sli°'MT-j�5 1 \ J , t 1 I ',
'\\\ I I'
� ,i 11 i i 1 II /� I �y i I � 'li � /'/.• (;: �til - — — --� \ `+ , , ,` \ `' � , ', , I 'i �. z '.\'.
I i j I �i o m°i I I •� -! % _ ___— - � I 11 , `,i , \ �, 1 � GAB EM ANT `i
__----------
, N 1 \
104 ; 105 ' 1 ' 107 108 I 109 ;" 110 I
SI T J°s , I \ I I I I I IiG
1 I
I
MARCH MOUNTAIN% PROPERTIES, [,LC
75¢ 103,E
USE GOLF CLUB/CPURSE
:oy,. l TE STREET .: moo,: ., %_....0 _�'�•
.F.0': R70 W : tea;: e____ Q -- to s.i •;�1
LEGEND
( STRM. ESM'T: . q`4` ����+♦N+++
r '6,,3 /\�a I i ) �c► £ 4�-p- ,1/ �PyTx op STEEP SLOPES MANAGED
1 1 \ \ . o h o{A roc ❑ (MANAGED)
y n
e
Jimmy L. Taggart STEEP SLOPES (PRESERVED)
MAT�C� HLI,N'E,
/ASV I EE1!'o2 I I I I ATC> H1� MNE SHE•� E_T 14,
ww
SCALE 1 "=30 99 9� 0 30 60
A SCALE IN FETSIGHT DIST. €ST.
REVISIONS
U Z >-
Z
* -0
Q
DATE
DEC. 20, 2017
SCALE
1"=30
CONTOURINTERVAL
2-FEET
FILE NUMBER
8053
SHEET
13 of 20
iMARCN MO,UN7AIAI PROFERTIE$ LLC °�,+/ / i i 11 II •� 1 �' { .. \' '' '� 1 ___ __ ______ ___
USE. WOLF C/UB/CPURSE
i , 1
I I I I ' � ✓ I I /. I + 0 I / : IA° oa� \ ` e'. •. P. l TE :STREET::. 1 • I I I r
14 5;2� J i
I &'3 �I ( i ` I
1 I
i
�11 rn I I I'I
1 ' JO6
MATCHLINE SHEE - 13'I ' ! '1 \ 56;MATCHLINE SHEET 113
03 102 W. 100 99 qg
' 4 I I , , 97 96 95
i
lb
yl. /
° I 6
O
1 I 1 k PRPJA� 7
t 0 �:, ', • 1� : � , _ \ ` I + i � 1 /) , c ego
a
'V
8 o
�02=
8991
O
I'',
$
• \ •\ 11 I � � ' �_ \ ESM'F� �1 \ \ ' '1 1 ' 'I I ��//' \ \ I I i� Ir �1 1
1
\. \ 11 , \ 11 I9
i° \' 19 ' 1 1 I I I I ' 1 I \ 1 W .I � ` 1 I 1 •\,\ I
\'• 1 ` a l ' 1 'I 1 ' 1 ' / _ : �, W +' I I 654 --. /• /
42 r \
ATE:STR£ET � ::� \ 'j \ , ti _ \ •`.\,\ ,/
1 I I ` s m, . : 2d•: war s
\ a
II \ r/
\
V, 841'`I 83\ � 2 81 pn f� 11'II 1 1
`:W ; g6-7
/• o �o AV 1' A'1 I s6g \V �r�\r Ir 1 'i `v I A I I I I 6 I f �-F' 1'� {ry 39 1, 'li II �i I I I V 1 ,
s
1
s\ z �,
\\ m \ ', 1 1`�� I' 1\
° \ V 1 II 47 3. I'-
° / � Qw ° \\ 'pl \1 \ \ \ \1 I '.. \ \\ \ \ o a / 1•,- . 1 1 I i '13' i i i I! ( i /I ` ` l
R
1\`
N�:SEW.js
`\ �•\'. � t �° A ���� v \ � \ v�v k \ .�'� ` 14' vV \ 3.� )� II � l I 1 r � r I� � f I l j I �' l
STR N'TV
\ \}I �� I V `, A A �• : :�\\'. v V A 6s4 /\ I: - p
'G •\\�V! `�� \� \ v A l - V' a.'6 'v
o °e\ �'1 1•L \\
7 I1. ire r' II I z
d ➢ 1 a \ \•\ \ \\ \ I \\ I I I \\ 77 69z 78 I O y I I j III j o
42
2C STRM. ESM'T. , —� f r 46 \�
I �I
4 \
111 \ �` \ ,\ \ � �' �:ro CG /.`�• ��: PU /C)STR�. ep-T.-.— ,�N / / I � I I i I i i i i , I
�.\ I °� \ ♦ 4 1.+`o a 12too i / I i i t„ i �� I I I
��\ ° •. w ` r 8 w/c : e r I 'I ' �' � i I ' Ih I I
' of
LEGEND
10 1 6aa f D' • ••a••���ti
a
1` \ m \ �, �,, • i I I f I ��PyT op `r •• ❑ STEEP SLOPES (MANAGED)
30' RM. 686 I o ! I o
67 66 65 STEEP SLOPES (PRESERVED)
Jimmy L. Taggart
\ 1 \ ` \ t t I w ••hJ i 6 d A lk. No. q.
MATCHLINE SHEET 15 EET 1�5 •ti°�e932ZB4' SCALE 1"=30
9 1 I �� tO"n>. 30 0 30 60
28
3111
' 3 I SCALE IN FEETMT
,
REVISIONS
LIJ
U z }
zoo
0 W Q
Q of
DATE
DEC. 20. 2017
SCALE
1"=30'
CONTOUR INTERVAL
2-FEET
FILE NUMBER
]l
8053
SHEET
14of20
0 T'M�I ,l ,i
r , V r�
o a
69 ' 6�l 67 W 65
, i i..1 678 �,, 1 11 i � 1 1 I IM I, �-- f I i (.I r, i i , l
ATCHLINE SHEET 14 V 11'=1 \ I ' I N I 45 , f ,: ,;�MATCHLINE SHEET 14
I A
1V ` `, `,\\ � `, \''�• •..v ° v I i , ,, 1 'I Iv � �� ' �8 P A `, / ` 31 � � J 11 y I I �, A Ir I / �' /
47 I i 1 \ 111 lr l 11, I
, � 1
,
,
I
\
7%\'' m 1 ,\I, I( ° _ I ,1 \ \', ll \�\'•\'
�\
0' STRM. ESM' 1p �,I 27 i 'I �1 \ \sue.
I�1 Idol;mom \ "
I --
I
I I I r
,
48
60 \ 6 ' 62 63 64 I ! , I� f I 49
ST..
I'f
' r
,
5
„ �, rl ,' I \ \ �\ sit t ` ^--� .. ' . � , .. � J t I •1
' J � { \ •R> , ,k \ � �, ``;�� � sT : �s T. T :a` w/L � / / 51 �``,, - I"�� / ; (/ 1
' I � /, I I ti ° •\ ``s i �\ ``� ' ` # a ! � PRI Arn„ STRE � �s � f, ro � � ,' / J � t�; �' r -_
( // ,I a •1 1 � °� � l�, �I A\� ,�o >, .,y, 4 —� �7 � — 23 J '// �' ,'����,,- ,' '/J '/( 1. -
�N 5 \ \ 3 67, 56 car I s90 - _-'52
\'$y.�� `..' Y
'.X ."'� °i \ cn \ �\ _- `` `\ - SAN.gESM'
t / MA�CH MOUNTAIN'PROPERTIE$ LLC ° I ', ', �- \ \ •\ `. \ \ _ -6 B ,,T�t''' / y
/ TMP §5E-01-A3 /:
/ U E: \\
VACANT I : N \ ` \
ZONING: NMO a / ( t �\ °° \ . 4 \\ \1 fi 6 __ -6 2; /
Jib
��v � ° I . II �,A �`�� v X ♦ v'. ��c '�'. �., v / ; ,n`0 / `�; ,, // rvE/.y./ o��yyE.oe�o., / l � Jl
17
------------
`'�__ '� \ \ ',\\ ya '�\ \\ \ `i \t" � I � i 1 \ � -�_ -- '-- ��� � yro/'i ,a`�i y�� / ' / \ • / /� J
\
-----
------ -- -
e
\` _ ,yry
��� � •. ` N sew v \ •.\ \ `.\ \ \ �z ,\ � -------
\,VA
\ \
\
— — — — — — — — — — —
7�\\ _
+.r \ L N',
\ MARCH MOUNTAIN PROPERTIES, LLCW \�CL'-- TMP �55E01 {11-A-----_E:VACNZONING: /NMD /
-_ ____-�
S �v 3\°" _ I - ___ 5 SEW'
sss, \\\ \ e�`rvsj, ESMT _ T' I,
__ •�v � V, `I s' �; r: I SEA+_
\, .10'
/� �..�\ Sa�..9 `•\ \\`� :S'°,u \\�
MARCd-MQTMPUNTAIN35E-OhrPROPERTIES, LLC
/ LS .,6.
/ USE: VACANT °-..
ZONING: NMD � m� \\ \ , .`�C�\ \ `\\ � `Gn \i � � •/ / \�� / � ,d" /
}
0— -- ICI `=*fir '� I `�
° -i i "�� O.B.7 86 P.GI 1; M l
ES
�i
,
75
----'—" --- ---"" - -----" Ex
I34
_
-
�
AC�So EA51 3EMf r , / F� — l4
_OLD TRAIL DRIVE SIGHT DIST. ESM'T.—'�01'S 1'43"'W 1545; ( )
VARIABLE WOTH R-O-w e !. "� - - - _ - - - - - - STEEP SLOPES NAG I oar /� $.�BP~ ll•Op+D/� : (NANA
a
_ [/1��
c' J rzCP _ - '� \, �� l VY./ ' EX. INLET BENCHMARK o 0
_ _ - —c STEEP SLOPES (PRESERVED)
—` ,.T.. - ex 15 Nr cn�� OP - -- -
`` _^ "��- / 'dd r `• _—_ �_ ® e� __ _____� \ f /. _ U Jimmy L. Taggart
`e\r
_-_ _ 22547 ALE t __ _N_ - --_��/I
j-Ex ORP ACE Esc --- - ------------ - -- - /HLINE SHEET "SOT �\�w SC "=30
ATC LINE SHEET 12- - -- = _--- -
-----
-------------
-- aye -- - _ l _ 6 G F.g`t/ - ./ �� 30 0 30 60
-- --- --- - -- - _--- /\
s;
,
,
' "'rt
\ \ `
_
Y `. 1 /
��, � SCALE IN FEET
REVISIONS
Lli U z i-
Z a-
i J O
Q
DATE
DEC. 20, 2017
SCALE
1"=30'
CONiOURINIERVAL
2-FEET
FILE NUMBER
8053
15Hof 20
„•a. I-'/, / 3'4'j r4. ,
i
F
28
MARCH MOUNTAIN PROPERTIES, LLC
TMP 55-1O31`
USE.• GOLF CLUB/COURSE
ZONING, RA
MARCH MOUNTAIN PROPERTIES, LLC
TMP 55-1OJF
USE GOLF CLUB/COURSE
ZONING: RA
I -r � - � I �
KC \�III(1 /\I .�T�SIN
N
Gp4
�PptiE
�F.
MARCH MOUNTAIN PROPERTIES, LLC
TMP 55E-01-22
USE VACANT
ZONING.. NMO
N 11•aa'2�
Cc Y
EASEX EMEIM
0g 39-
PG 151
_
LEGEND
of ` STEEP SLOPES (MANAGED)
r�•`� r�
U Y
STEEP SLOPES (PRESERVED)
Jimmy L. Taggart
u2.
4 o zze41
al $ww
,L ,nFs ��� SCALE 1 "=30
ry����N11N 30 0 30 60
SCALE IN FEET
U / a
Hg z�
a °� zo
U z % L7 s
p ccW
c °Z z
En o
J
ON
88
Q UQ w
Oo
W Q 2Q Z�?
OW U�i
N� aOY
zWU ¢
/�i a? g
x 0 Q:� Lu
U N
� ( CW Z4
? °z
Z a
W
lil
REVISIONS
0
Lu
0 Z
Z — I-
a�o
> N� 0
Q LL
DATE
DEC. 20, 2017
SCALE
1"=30
CONTOUR INTERVAL
NA
W
gZ0
g 3
C7 JL =j s
ZYpi >z
0 _j
pCOI—
g zo
0
FILE NUMBER
8053
SHEET
16 of 20
.11ARCH MOUNTAIN PROPERTIES, LLC
TMP 55—IOJF
USE... GOLF CLUB/COURSE
ZONING: RA
MATCHLINE S
\
N_
\ I
\
I i
1
1
�1 1
:
�1
i•. f
a1
I
�I
1 :z:
w
.
i
h, 2
1
ia�o
Jti�N
I
U
1
1 .I
1
I
1
I
.1 1
2
36
37
38
39
40
41
42
43
E
MATCHLINE SHEET 161
�h
35
f� 1
f ,f
o
m
I�!
W
1'1
I
i
W I
I n i'v
I
1 zZoo
I 0~NA�
4
I
/I
I
I
Ih
•
II
1
1
LEGEND
+1111N11yy
PyTH op
❑
STEEP SLOPES (MANAGED)
U i
STEEP SLOPES (PRESERVED)
Jimmy L. Taggart
No.
22841 `'+4'
S E°m t�
•�► ti�°�
SCALE 1 "=30
�e93toxnv
1111111111�
30
G �
0 3060
_./
SCALE IN FEET /J
2 CJ
Z
�w >o
oo az
cn 0 xy �a
Q' 2 o W 2
'Q °¢ oW
W zw
0� v�
0xx
V cc WO OLL
F� LL 2
W 0 > o
U N
cn 0 Cw Z9
cc �Y W ¢N ;
a_
Z m Qz
'1 a
O W
REVISIONS
0 �
U Z }
Z — 0
QLLI
DATE
DEC. 20,2017
SCALE
1"=30'
CONTOUR INTERVAL
NA
ui
z 0
� g 2<
C- N
('3coaJ s
ZYw> Z
QU�� 0
rj) _j
Omf-�
g Zo
O
FILE NUMBER
8053
LlSHEET
7of20
,, w_ A. .. P ,,,_. ` ; , , [ 1
10
\C
�7MATCHLINE SHEET 17
\ 5-Q
\ \
8
\ \ \ 7
.\
\ \ \ \ 6
N `
.MARCH MOUNTAIN PROPERTIES, LLC
TMP 55E-01-A3 \
USE, VACANT
ZONING: NMD ' �\
l/
r \\
MARCH MOUNTAIN PROPERTIES, LLC \\ L
IMP 55E-01—A5
USE. VACANT \ y
ZONING: NMD
t'QFFi ,.
HSD --- -- --'�
— - aas' — 4. T.•
ATC LINE SHEET 12- — —
OLD TRAIL D �_ —
BLE WIDTH R O W
•l 15' N LC`�
MT \_\ — — — — —
s \�
\ EX SLOPE ESMT
\ D.B. 2886 P.C. 134
SIGHT DIST. ESM T.
.\. ,o rCP —
46
47
48
49
50
y
3
/ o /
SEW.
tIrAGE ESMT
1. 2 86
JL
EX ACCESS SASEAVE T
i" OB 391
24 PC 51
_ �° SIGHT DIST./ESMT.
—S"Ol 51'43"'W !$.45 : — —
i
EX. °R°. AGE ES
DB' M AT C H L I N E�
l
IMATCHLINE SHEET 17
I
I
I I �•1
ti
4
4 I ! •�
I t�
�.I F
01 / \Il
`L
i h
i
MARCH MOUNTAIN PROPERTIES, LLC
TMP 55E-01—Al—A
USE: VACANT
ZONING: NMD
h
1 �OP'�i134
LEGEND
Ptgc Z ❑ STEEP SLOPES (MANAGED)
NCHMARK
INLET �Y
P_653Q. — U y
�� STEEP SLOPES (PRESERVED)
Jimmy L. Taggart
L c. N.. 4
ET 12 22a4l w
SCALE 1 "=30
SCALE IN FEET
REVISIONS
o
Lij
U Z >
Z C CL
o 0Lu
Q a
DATE
DEC. 20, 2017
SCALE
1"=30'
CONTOUR INTERVAL
NA
w
z 0
g gg<
p„ Z
(') Co IL 9
zyw>>
QD�J �o
co -j La
g Zo
0
FILE NUMBER
8053
SHEET
18 of 20
REINFORCED RUBBER
HOSE, ARBOR TAPE,
NYLON WEBBING
PRUNE DEAD OR DAMAGED
CENTRAL LEADER.NOT PRUNE
2EINFORCED RUBBER HOSE,
WOR TAPE, OR NYLON WEBBING
2X2 HARDWOOD STAKE
PLACE TOP OF ROOT BALL SLIGHTLY
ABOVE GRADE.
EARTH BERM AROUND BED
REMOVE STRINGS, WIRE, BURLAP
FROM TOP 1/3 OF BALL
ON UNDISTURBED SOIL
DECIDUOUS TREE PLANTING DETAIL
NO SCALE
ARBOR TAPE OR NYLON WEBBING
PLACE TOP OF ROOT BALL SLIGHTLY
ABOVE GRADE.
SHREDDED HARDWOOD
MULCH (MIN. 4" DEPTH)
(00 NOT
TRUNK OFMULCH TREE) AGAINST
EARTH BERM AROUND BALL
REMOVE BURLAP FROM
TOP 1/3 OF BALL
ORIGINAL_ SOIL, AMEND AS
NOTE : NEVER CUT
MAIN LEADER
CONIFEROUS TREE PLANTING DETAIL.
NO SCALE
REMOVE BURLAP FROM
TOP 1/3 OF BALL
REMOVE BURLAP FROM
TOP 1/3 OF BALL
EARTH BERM AROUND BED
HREDDED' HARDWOOD MULCH
MIN. 3DEPTH)
DO NOT MULCH AGAINST STEM.
ORIGINAL SOIL, AMEND AS REQUIRED
UNDISTURBED SOIL
NOTE : REMOVE ALL DEAD, BROKEN,
DISEASED AND WEAK BRANCHES.
SHRUB PLANTING DETAIL
NO SCALE
GENERAL NOTES & MINIMUM STANDARDS
1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED
PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT.
2. ALL PLANT MATERIAL QUANTITY COUNTS ON THE PLAN ARE THE RESPONSIBILITY OF
THE CONTRACTOR.
3. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO
BIDDING. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND
LEVEL WHEN PLANTED.
4. NO CHANGES TO PLANT SCHEDULE UNLESS FIRST APPROVED BY THE LANDSCAPE
ARCHITECT AND ALBEMARLE COUNTY PLANNING DEPARTMENT
5. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST
PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF
OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF.
6. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN
ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH
EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE
VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE
DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE
ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA
DEPARTMENT OF TRANSPORTATION.
7. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION.
PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY' AT 1-800-552-7001.
8. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL
PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED,
OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO
CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S
EXPENSE.
9. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE
MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND
REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE
APPROVED PLAN.
10. MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S
ASSOCIATION.
11. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND
BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS
AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL
HEALTH OF THE PLANT.
STREET TREE REQUIREMENTS, NOTES & DETAILS
STREET TREE CALCULATIONS - PROPOSED ROAD A
5212 LINEAR FEET OF ROAD FRONTAGE 0 1 TREE / 50 LINEAR FEET =1 .2 STREET TREES REQUIRED
104 REST TREES PROVIDED
PLANT SCHEDULE
QNTY.
KEY
BOTANICAL NAME
COMMON NAME
CALIPER
HEIGHT
@ PLANTING
SPACING
SPECS.
10 YR.
CANOPY (EA.)
10 YR.
CANOPY
51
AR
Acer rubrum "October Glory"
OCTOBER GLORY
RED MAPLE
1.5" MIN.
11'
AS
SHOWN
B & B'
397 SF
20,247 SF
26
QP
Quercus phellos
WILLOW OAK
1.5" MIN.
11'
B & B'
370 SF
9,620 SF
27
TC
Tilia cordato 'Greenspire"
GREENSPIRE LINDEN
1.5" MIN.
11'
B & B'
249 SF
6,723 SF
TOTAL
36,590 SF
PROPOSED BLOCK 32 SITE AREA = 23.27 AC
OPEN SPACE = 6.50 AC
PUBLIC ROW = 3.23 AC
NET SITE AREA =13.54 AC (589,440 SF)
20% SITE TREE CANOPY REQUIRED = 117,888 SF
EXISTING TREE CANOPY=100,655 SF - 1.25 = 125,819 TOTAL
PROPOSED TREE CANOPY = 36,590 SF
TOTAL TREE CANOPY PROVIDED=162,409 SF (27.5%)
REVISIONS
W
U Z ?
Z — n
>-1O
Qw
D_
DATE
DEC. 20, 2017
SCALE
AS SHOWN
CONTOUR INTERVAL
NA
QJ
r W
o Zga
� I Co L
Z
cc
WYW>z
00FQJ
Ljj
0 0
g
FILE NUMBER
8053
SHEET
19 of 20
.. .d— , , L.- !�AIL Z,\F_r„...... N — 2 ,, ,,, - ivy, 7:13' .,,
rl
10
CO CB
LIMITS OF PED. s ACC S OF PEE.
ACCESS ROON
UTE[B CCESS ROUTE
-iRAnEFSPHLE 0'
WIDTH OF ENTRANCE � UNPAVED $PACE F 0-
UNPAVED SPACE
EXISTING OR PROPOSED EXPANSION JOWL
SIDEW.LLF OR GGEWALR SPACE ' W
ENTR CE
BB
BB •o �
LIMITS OF RED. ON-tRAVERSABLE r _ AiMITS OF PED.
EXP 10H JOWL E E 'CCE55 OUTBID CCE55 ROUTE®
P
�q YO CURB "LUDED w PEDESTRIAN ACCESS ROUTE DETAIL WITH &
u¢ C ENTRE GUTTER p a WITHOUT UNPAVED SPACE
Q "ITION:.L RIGHT-OF-WAY 5 E reE0 E LI TS 2.
EDESTRIAN ACCESS RUTf EXTEND BEYOND
ROW LINE E%SiwG OR
PROP05E0 DOT R 0 6
RRACE TH
EXPANSION JOINT ESRABLE MNM(.M 116: A DESTRIAI ACCESS ROUTES PROVIDE CONTINUOUS
A °
ABSOLUTE MINIMUM t2' ® UNOBSTRUCTED. STABLE 'FIRM ANDS ESSTANC .o,o•e o.e
CONNECTING ALL ACCESSBLE ELEMENTS Of A oo Po4oY o:o
FACILITY CAN BE APPR_ED.ENTEREO AND
USED CY PEDESTWANS. IF ACCESS ROUTE IS ADJACENT
EDGE OF PAVEMENT To BACK OF CURE.-IMUM NIOTH SHOULD BE E. SECTION F-F
C ACCESS RCUTE$ ARE BE�rvG
HALF PLAN (PROVIDED. A MINMUM 4' TRAVERSABLE VIIRH
IS REQUIRED WITH A MAX.2/. CROSS SLOPE.
IEry SE CCNJUNCTON WITH STANO.WD
P>RwOLIC CG-3OR CG-7. THE CURB EASE ON THIS�'SiPNDPAO IS 10BEJUSTED i0 MATCH
EWALN RVE OUNiwLFCURB CONFlGU0.ATON.
UNPAVED N
SICPA�CE
THE
'�
�o•
Ln�lzo.o
NORMAL CUITEH ®_ AAA
)-W
SECTION E-E
3�
e Cl. TO 10%CHANGE
b ooeue eo.e'•dYd cuss 13 (H.ESI CONC.
oe Mb:o
ob6' AGGR BASE TYPE IoS ZE 21B
/
S PUNT OE GRACE CHANGE
121 MAx SLOPE
FOR AND GUTTER ONLY T_
-II
WNiMUM I
FORCURB
W x ANO Gu 12 Y. N-MUM INCREASE BH SLOPE AT O'INTERVALS
SIDEWALK,
' T } %M,V(MUM DECREASE IN SLOPE FOR FIRST 10 AL NtERVANDo00
r BOLT corvcureeAG T
SECTION C-C x x a % MAXIMUM DECREASE IFON SUCCEEDING MINIMUM ID INGERVIS SECTION D-D
sPEaFlcanON
REFERENCE
STANDARD ENTRANCE GUTTER
VRGINIA DEPARTMENT OF TRANSPORIANON
\VDOT
Row ANC BRIDGE'HEET
,US
GF
REV SIGN GATE SHEET 1 OF I
07115 203.02
NOTE: WHEN
111ESTRAN ACCESS RCUTE
OSSES A COMERCAL ENTRANCE
s THCROSS SLOPE SHALL BE 2/ FOR
WIDTH OF 5 FEET.
A .. STRMary RROALAO"w>YAM SURFACING GENERAL NOTES
AVE
BEAS LANE E NOTE 31 fN USED CONJUNCTION Wlt St ANOARD C -3
SHOWNAG. TO BE AS L OR CG-T. THE CURB FACE THIS STANDARD IS TO
- SHOWN PLN{S) BE USTED 0 ATCH i E MOUNt��LE CURB
2 ORCG 6CONFIGURATION.
OT�----
2. USE si�H 1. CG-12 FOR CURa RAnP CEGIGN i0 aE
�%sDEOsaDw s sTANOAaD.
,- I_ AL
r OPTION N AVED SPACE ,y1, NE PAVEMENT SH E CONS TRUCIED THE
LOW E 3. RIW (EXCEPT v SLBGRADE 11MI AlTONQ tEOV RE6 FOR wE EMENi CH <PN BE
EIXPANSOEIXPANSON WITTED W THE ENTRANCE)
DTH ONi { Rw.V. CUR OR COMB NOT CURB AND GUTTER
BE CONSTRUCTED BEYOND THE R/'W LINE
NOTE WIDTH ON 2i_G ON SEC110N. A�"' MAINLINE ROADWAY ExCEPTN FOR REPLACEMENT PURPOSES,
1E.11
PLAN VIEW ENTRANCE NOTES
5 WHEN THE ENTR CE RAN"
CANNOT oMM0DA7E THE
REMCNIS OF RATES HEAVRUCK
MIRLIE ROwWAr SLOPE 1RPFEC T EU DE OR Sq EWwM CURB
RAMP
E EMITS HE AOJSHOULO BE
r TG PARANGL C CURVEN(ENTRANCE ONE 7 NCREASED 0 7 t5EE 131
EDGE F PAVEMENT OR GRADE CHIWGE / _ - D 6. P ARE 10 INDICATE WHEN CONSTRUCT ON OF A FLOW
OPi ONA LAL FLOW E- •� ® D SEE LINE S FEOU RED 0 OY OE POSTVE C2YNAGE ACR055
MANLNE ROADWAY - - - - - - - - _NOTE 7I 7 E ENIRAT- MU
D T E -RABLE AN ENTRANCE CRIME CHANGES
GRADE CHANGE ® D SIEDW ME LEDWABLE EHTRANCEL AGE
D CABLE. THEG.SE VALUES ARE NOT APPLICABLE TOSTREET
ONN COz0'ERCIAL EMNIMUM rviFaRrePNCE INTERSECTION NOTES
'AM
6. HEN CGHI IS USED FOR STPEEI CO ECIIONS•THE
® CONSTRUCT GRACE CHANGES WITH A PARABOLIC CURVE. CGNNE C TJON MUST BE DESIGNED IN ACCORD.. ( H
NSNO POLICY D THE APPLICABLREOUIREMENIS
SECTION A - A GG,T CISTANCEo o N VALUES RREGUNI`eEN11. sioPPwc
9. F A
FOR HGH GELGUTTERMTO PROVIDE POSITIVE DXXU A
ACROSS THE GUTTER TO
ON.
ALLOWABLE ENTRANCE GRADE CHANGES
CLASS A3
_� E.s.)
CONCRETE �,'°e'O'°'
SECTION C-C
NOTE: ALLLDWAS E ENTRANCE GRADE TABLE IS NOT
APPLE CABLE 10 STREET CONNECTIONS
SPECIFICATION \V DOT
REFERENCE METHOD OF TREATMENT Row AND SRIDGE STANDARDS
(CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVII DATE sHEEi I of I
502 YIRGNIA DEPARTMENT OF t0.AW5PORLATION 7/1S 203.04
30' PRIVATE R/W
TYPICAL SECTION
PRIVATE STREET C, E & G
PRIVATE STREETS
(25 MPH DESIGN SPEED)
N.T.S.
5' ar 8'
4' 3000 PBI CONCRETE
TI ;IHII�I��II�•.'".::.,...ti„�.`;.>..�'::.�'.:.'."'if-111 11-1-
STONE BASE
TYPICAL SIDEWALK SECTION
N.T.S.
Face of Curb •-` Invert Ure 6' I
/- � Face of Curb
�-- r I• r I-,q. _ � R 2' l2'
_T[_
a 71'� A D . D D•• � Dom• 1�
R•!25`- �,p-p/asp / ��^T,��'�
H / I/+YSf%f ^S�NO,/'tldtw� I � �"il°��wrw•��a
z
r 6:-1-4-
Rolliop Curb Curb Std.CG-6
N.T.S. N.T.S.
Source: VDOT Road Design Manual, Appendix B Source: VDOT Road Design MORU01, Appendix B
5' TflANSITION
EDGE OF PVMT./ GUTTER PAN
ROLLTOP FACE OF CURB
cuaB
FACE OF BACK OF
CURB BACK OF _ CURB
CURB
ROLLTOP TO CG-6 TRANSITIONS
THE FOLLOWING NOTES APPLY TO CC-6, CC-7, AND ROLL-TOP CURB:
1. CURB AND GUTTER MAY BE PRECAST OF CLASS A4 HYDRAULIC CEMENT CONCRETE
OR CAST IN PLACE USING CLASS A3 HYDRAULIC CEMENT CONCRETE.
2. WHEN USED WITH STABILIZED, OPEN -GRADED DRAINAGE LAYERS, THE BOTTOM OF
THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF THE
SUB -BASE COURSES AND TO THE DEPTH OF THE PAVEMENT BUT NOT LESS THAN
THE THICKNESS SHOWN.
ROAD CLASSIFICATION SCHEDULE
IONAL
"
S,TH
U Y
Jimmy L. Taggart
Dc. No.
22111
ROAD NAME
STATION
DESIGN
SPEED
VPD
PAVEMENT
WIDTH (A)
PAVEMENT THICKNESS
FUNCTIONAL
CLASSIFICATION
SM-9.5
0-25.0
218
ROAD A
10+00 - 24+99
25 mph
1,100
20'
1-1/2"
3"
6"
LOCAL-PUBLC
ROAD A
25+00 - 30+99
20 mph
140
20'
1-1/2"
3"
6"
LOCAL -PUBLIC
ROAD A
31+00 - 36+06
25 mph
299
20'
1-1/2"
3"
6"
LOCAL -PUBLIC
ROAD A
36+06 - 40+29
25 mph
150
20'
1-1/2"
3"
6"
LOCAL -PRIVATE
ALLEY B
10+00 - 12+52
25 mph
140
16'
1-1/2"
2.5"
6"
LOCAL -PRIVATE
ROAD C
10+00 - 13+07
25 mph
399
20'
1-1/2"
3"
6"
LOCAL -PUBLIC
ALLEY D
10+00 - 13+72
25 mph
65
16'
1-1/2"
2.5"
6"
LOCAL -PRIVATE
ROAD E
10+00 - 14+32
25 mph
80
20'
1-1/2"
2.5"
6"
LOCAL -PRIVATE
ALLEY F
10+00 - 14+79
25 mph
90
16'
1-1/2"
2.5"
6"
LOCAL -PRIVATE
ROAD G
10+00 - 14+75
25 mph
85
20'
1-1/2"
2.5"
6"
LOCAL -PRIVATE
ALLEY H
10+00 - 13+81
25 mph
40
16'
1-1/2"
2.5"
6"
LOCAL -PRIVATE
24' PRIVATE R/W
TYPICAL SECTION
ALLEY B, D, F & H
PRIVATE ALLEYS
(25 MPH DESIf SPEED)
30' PRIVATE R/W
TYPICAL SECTION
PRIVATE STREET A
PRIVATE STREETS
(25 MPH DESIGN SPEED)
N.T.S.
�
28 � 31
/32
19 I
\-L--'Ol
33
18 I I� III 1161 111 881891 901 911 921 931 94
17
85 1 84 1 831 82 1 811 80 1 79
73 1 74 1 751 76 1 77 1 78
a 44
U7169 68 67 66 65
140. C1?D ALI E (
45
46
47
59 60 61 62 63 64
48
49
\F 150 VFD ',ROAR A-
60
51
.:.., 58 7 55 54
52
K!, I
I
42
43
4" PSI
FINISHED
VDOT ST'D GRADE
c
VDOT ST'D
41
3 •
CONCRETE
NCR
CG-6
\
j
1.5' SM-9.5 CG-6
f/4': 1'
d
1/4': f'
-,_
�-_- 1/4': 1'
1/4': f.
qS
STONE BASE
6' VOOT 21A
BASE
4' UD-4 3" BM-25
6' SUBBASE (2fA)"
4 UO 4
6" VDOT 2LA
STONE BASE
UNOERDRAIN
UNDERDRAIN
STONE BASE
1' 5'
6'
2'
f0'
10'
2'
6'
CONCRETE
PLANTING
TRAVEL LANE
TRAVEL LANE
PLANTING
5IOEWALK
STRIP
0.5'
0.5'
STRIP
24.5
24.5'
TYPICAL SECTION
ROAD A
(20 MPH DESIGN SPEED 20+00 - 22+25)
(25 MPH DESIGN SPEED 18+16 - 20+00)
N.T.S.
REVISIONS
LU
U Z >
zc-�-
G
C) W O
Q
DATE
DEC. 20, 2017
SCALE
AS SHOWN
CONTOUR INTERVAL
N/A
J
I-
w
Q R.Er
w g�a
O (L
zyw>�
Z
(60
z 0
0- <xx 2
F-mPIIII"B,
w ZQ
J
a 0
U_
IL
FILE NUMBER
8053
SHEET
20 of 20
.. I, !r.,.10 n_ _ 'fir t,_.. .-.AF'_mmsy rN ." __ .r ,• -NO y ;1c/'L1/ 7.14.05 AM. __. H