HomeMy WebLinkAboutSUB201800195 Plat - Revision 2018-12-21 (2) OWNER'S CONSENT: �FV* ;H� ° ,�-Ro y ALBEMARLE COUNTY APPROVAL
THE PLATTING OR DEDICATION OF THE LAND DESCRIBED BEING A NEW ° �E p, 'P / ALBEMARLE COUNTY BOARD OF SUPERVISORS
WATER LINE EASEMENT, REVISED WATER LINE EASEMENTS, AND A NEW , 1z 9 &n� u J
STORM DRAINAGE EASEMENT IS WITH THE FREE CONSENT AND IN " � , a< ;
"2^V ( ��(♦y0 A{E \ E JORADRAN
ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, n �,• / o � � 5 DESIGNATED AGENT DATE
�.ry
PROPRIETORS, AND TRUSTEES, IF ANY. Rom' SUP 5�
Hp' a �¢- \ (SUB-201800195)
_ ROAD
l oe s ty \' \` Si
5TH STREET STATION VENTURES, LLC, 7 t • EI .s AT� (1 4 sI ,�„�
A DELAWARE LIMITED LIABILITY COMPANY NOTES: �oP���r,:,,,, `BEN ..1, / t�TH OF y
1.) OWNERS: t � /,�% \ r ,. � '' l
BY: 5TH STREET STATION VENTURES MANAGER, LLC, 5TH STREET STATION VENTURES, LLC • l,,,,,,- .R �� IMP �s�t-2 O .r
5 WEST BROAD STREET, SUITE B - ✓ * °s 4• • \
A GEORGIA LIMITED LIABILITY COMPANY, `' SITE ITS MANAGER FAIRBURN, GA 30213 _ �' ,o� UG.V. "KIRK" HUGHES
TMP 076M1-00-00-00200 AND / i I_64 LIC. NO. 1458
BY: _ _ TMP 076M1-00-00-002B1 /�r --1
NAME: STEPHEN J. COLLINS, MANAGER D.B. 4578, PG. 605 /i VICINITY MAP 7/--,
D.B. 4814, 522, 531 (PLAT) SCALE: 1" = 2000' ' 1 04
CERTIFICATE OF ACKNOWLEDGMENT OF SIGNATURE: ' Ohi)k
ND suR���
2.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT AND MAY NOT INDICATE ALLGO
ENCUMBRANCES ON THE PROPERTY SHOWN HEREON.
STATE OF — -- 3.) THE INTENT OF THIS PLAT IS TO CREATE AND DEDICATE TO PUBLIC USE A NEW DRAINAGE EASEMENT PLAT SHOWINGigo
CITY/COUNTY OF _ -- (NEW-D/E) AS SHOWN HEREON. IT IS FURTHER THE INTENT TO CREATE A NEW WATER LINE EASEMENT
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS -- (NEW-WL/E), TO REVISE EXISTING WATER LINE EASEMENTS (REV-WL/E), AND TO VACATE THOSE PORTIONS OF THE NEW WATER LINE EASEMENT
DAY OF , 2018, BY STEPHEN J. COLLINS, AS MANAGER OF EXISTING WATER LINE EASEMENTS (WL/E-VAC) AS SHOWN HEREON. EASEMENTS BEING REVISED OR VACATED CAN
5TH STREET STATION VENTURES MANAGER, LLC, A GEORGIA LIMITED LIABILITY BE FOUND ON SHEET 5 OF 10 OF PLAT RECORDED IN DEED BOOK 4814, PAGE 522 WITH PLAT BEGINNING AT AND
COMPANY, THE MANAGER OF 5TH STREET STATION VENTURES, LLC, A PAGE 531 AS SHOWN HEREON. THE DEVELOPER RESERVES ALL THOSE WATER LINE SEWER EASEMENTS THAT WILL
DELAWARE LIMITED LIABILITY COMPANY. BE REQUIRED BY A.C.S.A. IN ORDER TO ASSUME THE MAINTENANCE RESPONSIBILITY FOR SAID EASEMENTS. SAID REVISED WATER LINE EASEMENTS
A.C.S.A. UTILITY EASEMENTS ARE TO BE CENTERED ON THE AS-BUILT LOCATIONS OF LINES AND-APPURTENtANGE.kTO BE DEDICATED TO THE
4.) COUNTY ZONING PD-SC (P NED DEVELOPMENT SHOPPING CENTER) AND SUBJ,CT TO ZMA-2009-0000 i
AND SUP 2010-00003. �- .- ALBEMARLE COUNTY SERVICE AUTHORITY
5.) THE PROPERTY DOES OT LIE WITHIN A WATER SUP?LY PROTECTION AREA NOR J.I - H1
LEGEND: AGRICULTURAL-FORESTAL DISTRICT. AND A
D.B. = DEED BOOK 6.) A PORTION OF THE PROPERTY SHOWN HEREON IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION NEW STORM DRAINAGE EASEMENT
PG. = PAGE "AE" BY THE SECRETARY OF HOUSING AND URBAN DEVELOPMENT, ON FLOOD INSURANCE RATE MAPS NUMBER
WL/E = EXISTING ACSA WATERLINE EASEMENT 51003CO269D AND 0288D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005 IN ALBEMARLE COUNTY, STATE OF TO BE DEDICATED TO PUBLIC USE
D.B. 4814, PG. 522, 531 (PLAT) VIRGINIA, WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH THE PREMISES IS
D/E = EXISTING STORM DRAINAGE EASEMENT SITUATED. THE REMAINDER OF THE PROPERTY IS LOCATED IN AN AREA HAVING A ZONE DESIGNATION OF "X". A ACROSS THE LANDS OF
D.B. 4814, PG. 522, 531 (PLAT) LETTER OF MAP REVISION (LOMR) WAS PREPARED BY EOHLER ENGINEERING FOR S.J. COLLINS ENTERPRISES, LLC
SS/E = EXISTING ACSA SANITARY SEWER EASEMENT AND RIVERBEND MANAGEMENT, LLC ON JANUARY 31, 2C 18 TO UPDATE THE PREVIOUSLY REPORTED FLOOD PLAIN 5TH STREET VENTURES, LLC
D.B. 4814, PG. 522, 531 (PLAT) LIMITS AND FLOOD PLAIN LIMITS AND FLOODWAY LOCATED ALONG MOORE'S CREEK, DOWNSTREAM OF THE SCOTTSVILLE MAGISTERIAL DISTRICT
NEW-D/E = NEW STORM DRAINAGE EASEMENT CONVERGENCE OF MOORE'S CREEK AND BISCUIT RUN, WITHIN THE 5TH STREET COMMERCIAL DEVELOPMENT. THE
REVIEW/APPROVAL STATUS OF THE LOMR ARE NOT KNOW. ALBEMARLE COUNTY, VIRGINIA
NEW-WL/E = NEW ACSA WATERLINE EASEMENT 7.) BEARINGS AND DISTANCES FOR WATERLINE EASEMENTS ARE ANNOTATED ALONG THE CENTERLINE OF SAID OCTOBER 9, 2018
EASEMENTS. IT IS THE INTENT OF THESE EASEMENTS TC BE 10' FEET FROM THE CENTER OF THE ASBUILT DECEMBER 21, 2018 (REVISED)
REV-WL/E = REVISED ACSA WATERLINE EASEMENT LOCATION AND HAVING A TOTAL WIDTH OF 20' UNLESS NOTED OTHERWISE. BEARINGS AND DISTANCES FOR STORM
DRAINAGE EASEMENTS ARE ALONG THE EXTERIOR OF SAID EASEMENT AS SHOWN HEREON. KIRK HUGHES & ASSOCIATES
8.) PROPERTY SUBJECT TO A STORMWATER MANAGEMENT/BMP MAINTENANCE AGREEMENT RECORDED IN DEED BOOK LAND SURVEYORS AND PLANNERS
WL E-VAC = EXISTING ACSA WATERLINE EASEMENT 4668, PAGE 351. 220 EAST HIGH STREET
6,.. 9.)PORTION HEREBY VACATED 9.) AS PER THE ALBEMARLE COUNTY OFFICE OF GEOGRAPHIC DATA SERVICES THIS PROPERTY IS WITHIN THE CHARLOTTESVILLE, VIRGINIA 22902
TMP = TAX MAP AND PARCEL ID NUMBER AIRPORT IMPACT AREA (AIA), DAM INUNDATION ZONE, ENTRANCE CORRIDOR, FLOOD HAZARD OVERLY, STEEP (434) 296-6942
R/W = RIGHT OF WAY SLOPES-MANAGED, AND STEEP SLOPES-PRESERVED DISTRICTS. \SURVEYS\5TH STREET STATION WEGMANS\EASEMENT-ROW\2015147-05.DWG
A.C.S.A. = ALBEMARLE COUNTY SERVICE AUTHORITY 10.) THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE AL ARLE COUNTY /2019
WATER PROTECTION ORDINANCE. PLOTTED: 3/15 SHEET 1 OF 3
/ ( F . . - J V —\ COUNTY TMP 76M2-68
V \ \ \
\ ° I s\ • _ _ — • TMP 076M1-00-00-002B1
j ,
% \ D/E \ \ 5TH STREET STATION VENTURES, LLC
L_ . . _ _ _ _ . . - - _ . . - . _ . . _ _ _I • .64 \ ' D.B. 4578, PG. 605
•• •
W • — I _ _ _ — --�• �SS/E I S + D.B. 4814, PG. 522, 531 (PLAT)
1 ' r717_ ____ ____ ____ �ss E� � w1 ° 4 \ GREENWAY PARCEL "B"
I , . 3 1 •m (1.7137 ACRES)
• I • \ 1 \
I /��� ! STORM DRAINAGE r I J,�\ \)•
5TH STREET STATION PARKWAY I / I EASEMENT • I c �'9� PF� COUNTY TMP 76M2-62
° VARIABLE WIDTH R/W I I / LINE TABLE: I D/E I I sr..(- \
/ D.B. 4814, PG. 522, 531 (PLAT) I I / \ `f'
I I NO. BEARING DISTANCE s� 9� \ 01 ,
11 ( L1 S 62'55'42" W 19.17' I I ��\ �079`�o�, s�
I WL/E-{ L2 S 66'36'28" W 24.21' I J J �tr a \'��'�F` \
NORTH L3 S 31 13 O6 E 82.62 r I I �Fy� \ �� L7 '�� •
REV-WL/E� L4 S 58'46�54� W 17.91'18.20' L I-� I mG� \ `_ -� --\ _�_,
L5 N 76'45 46 W 129.90 I I ��\ i �� - N 4
,� , F-ISS/E L6 N 34'47'27" W ' I WL/E •
WL E L7 N 80'53'05" W 21.21' I S 64'04'31* W 46.94' ,9 \ \l.• :�' + WL/E-VAC ,
L8 S 54 06�55" W 2.34'
WL/E � �O--, *-'1- \\\q <� I
Vil . - L9 $ 28'37 10 W66.05 - - J I I S 25'06'41 w 24.81' �',,�. �"� •\ \� L10 S 61'22'50" E 54.72' F \' '
NEW D E- I ( 1 ' REV-WL/E
VIRGINIA GRID NORTH I / L11 S 49'46'31". � " E 112.50' I WL/E \ • i \
SOUTH ZONE (WAD '83) P - L12 S 23 01 51 E 5.02' I , S 23'21'06" E 35.91'_ \ 1 D/E—0, I ` 1 + \
SS/E I , , SS/E \ L---- w __-J I COUNTY -
,�, • SEE DETAIL B TMP 76M2-1 C
W
1I I TMP 076M1-00-00-00200 I ,W I I \ SHEET ° T
Sin • I ro
I 5TH STREET STATION VENTURES, LLC J J Io \
I I ` PG. 605 w � � I I • ��\
M J D.B. 4578, [ 3 1 SEE DETAIL "A" o I I �\�,
' f D.B. 4814, PG. 522, 531 (PLAT) SHEET 3 N I WL/E 1
I I I (47.6826 ACRES) I
I I WL/E-VAC 1 o .P
J o u'1 WL/E _ . . _ . _ - --I SS/E L_ . - - - . .1 ,,Ni , 1 1' �Z
� . . _. . - - - �'a'
I1-1 w� L . . �WL/E
I N 90 00'00 W 23�.00' :12_ I REV-WL/E o C.
WL/E I N 90'00'00" W 212.09' 1 REV-WL/E o�, \SS/E 1 oT-rvg \ • \ \
_I E_ Iiii-t_____- _ ___ ___ _____r_SS/E ° [ 1 \
L_ ss/E - - - - 1 °i
. - WL/E-VAC — ---
-- 0 SSE SITE DETAIL NEW—D/E /�� \\ ���0
w J I SCALE 1" = 1600' \. 1 1\ Vf v�
1 0�3 I I
DIE I I NEW-WL/E I ". � Q�
�,o '
/ o z I , N 90'00'00" E 130.03' l 9 \ . ♦ & ,
_ 1 1 c, o I III �.\'� /
I SCALE: 1 = 80' III Tp�„ ,N-----,
III " " �Fr
D.B. 4814, 522, 531E(PLAT) �__! 1
I i 80' 0 80' 160' 240 FEET SEE DETAIL C��
1 I I-( F--1 1 - 4 I I
j� I 1 I SHEET 3 D/E ° SHEET 2 OF 3
1 10' I 10' I— — {• _I — —1
•• �1 °°�F \
TMP —ss/E� I TMP 076M1-00-00-002B1 \ �,
076M1-00-00-00200 In
WE/E GREENWAY PARCEL "B" OFF'
W
I � = I I s
I co I / Jp, �6=
0
WL/E-VAC i . . _ _i . _ . J i'• � ��\ ���
o f cv O z
II C J � F
1 \ - l S. �F
-CD Ti4 \ \
0 N 90'0 0 WW 212.09'L/E /I ,\��• I \• \ .\ kji
•
I \ , . \ I
II -
\ \ •. \ `.
DETAIL "A" \ \---,......„......:\
•
\ 10
SCALE: 1" = 20' \ eOOo \0 \ \
• \ ` • 4 . \ \e. lam \
\ \4-‘\ \. \ \ \
N WSJ. o \ F ` \
\•\ ysl,P ` \ \ ` \ \0 ,gyp
B ` Fes' \ \,
\ '\lye �9, � J) LS \ \ 7' l k\
\ 0 \ \, 1 \
\ RAD=242.50' �? 'Si G �f ,�` �O-
•
't1,\00\ OO/<\�\ I
'00200 \ � \
\ D/E .�
DETAIL "C" DETAIL "B"
SCALE: 1" = 10' SCALE: 1" = 20'
SHEET 3 OF 3