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Home My WebLink AboutSUB201800195 Plat - Revision 2019-04-05OWNER'S CONSENT: THE PLATTING OR DEDICATION OF THE LAND DESCRIBED BEING A NEW WATER LINE EASEMENT, REVISED WATER LINE EASEMENTS, AND A NEW STORM DRAINAGE EASEMENT IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS, AND TRUSTEES, IF ANY. 5TH STREET STATION VENTURES, LLC, A DELAWARE LIMITED LIABILITY COMPANY BY: 5TH STREET STATION VENTURES MANAGER, LLC, A GEORGIA LIMITED LIABILITY COMPANY, ITS MANAGER RY: NAME: STEPHEN J. COLLINS, MANAGER CERTIFICATE OF ACKNOWLEDGMENT OF SIGNATURE: STATE OF CITY/COUNTY OF _ THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS __ DAY OF _ _, 2018, BY STEPHEN J. COLLINS, AS MANAGER OF 5TH STREET STATION VENTURES MANAGER, LLC, A GEORGIA LIMITED LIABILITY COMPANY, THE MANAGER OF 5TH STREET STATION VENTURES, LLC, A DELAWARE LIMITED LIABILITY COMPANY. LEGEND: D.B. = DEED BOOK PG. = PAGE WL/E = EXISTING ACSA WATERLINE EASEMENT D.B. 4814, PG. 522, 531 (PLAT) D/E = EXISTING STORM DRAINAGE EASEMENT D.B. 4814, PG. 522, 531 (PLAT) SS/E = EXISTING ACSA SANITARY SEWER EASEMENT D.B. 4814, PG. 522, 531 (PLAT) NEW-D/E = NEW STORM DRAINAGE EASEMENT NEW-WL/E = NEW ACSA WATERLINE EASEMENT 0 REV-WL/E = REVISED ACSA WATERLINE EASEMENT WL E-VAC = EXISTING ACSA WATERLINE EASEMENT PORTION HEREBY VACATED TMP = TAX MAP AND PARCEL ID NUMBER R/W = RIGHT OF WAY A.C.S.A. = ALBEMARLE COUNTY SERVICE AUTHORITY zt$)l: 111�13 1.) OWNERS: 5TH STREET STATION VENTURES, LLC 5 WEST BROAD STREET, SUITE B FAIRBURN, GA 30213 TMP 076M1-00-00-00200 AND TMP 0761V11-00-00-002131 D.B. 4578, PG. 605 D.B. 4814, 522, 531 (PLAT) ALBEMARLE COUNTY APPROVAL ALBEMARLE COUNTY BOARD OF SUPERVISORS DESIGNATED AGENT DATE SUB-201800195 N rV'C'XIRK op" HUGHES O. 145E 2.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT AND MAY NOT INDICATE ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON. 3.) THE INTENT OF THIS PLAT IS TO CREATE AND DEDICATE TO PUBLIC USE A NEW DRAINAGE EASEMENT (NEW-D/E) AS SHOWN HEREON. IT IS FURTHER THE INTENT TO CREATE A NEW WATER LINE EASEMENT (NEW-WL/E), TO REVISE EXISTING WATER LINE EASEMENTS (REV-WL/E), AND TO VACATE THOSE PORTIONS OF THE EXISTING WATER LINE EASEMENTS (WL/E-VAC) AS SHOWN HEREON. EASEMENTS BEING REVISED OR VACATED CAN BE FOUND ON SHEET 5 OF 10 OF PLAT RECORDED IN DEED BOOK 4814, PAGE 522 WITH PLAT BEGINNING AT PAGE 531 AS SHOWN HEREON. THE DEVELOPER RESERVES ALL THOSE WATER LINE SEWER EASEMENTS THAT WILL BE REQUIRED BY A.C.S.A. IN ORDER TO ASSUME THE MAINTENANCE RESPONSIBILITY FOR SAID EASEMENTS. SAID A.C.S.A. UTILITY EASEMENTS ARE TO BE CENTERED ON THE AS -BUILT LOCATIONS OF LINES AND APPURTENANCES. 4.) COUNTY ZONING PD-SC (PLANNED DEVELOPMENT SHOPPING CENTER) AND SUBJECT TO ZMA-2009-00001 AND SUP 2010-00003. 5.) THE PROPERTY DOES NOT LIE WITHIN A WATER SUPPLY PROTECTION AREA NOR DOES IT LIE WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. 6.) A PORTION OF THE PROPERTY SHOWN HEREON IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION "AE" BY THE SECRETARY OF HOUSING AND URBAN DEVELOPMENT, ON FLOOD INSURANCE RATE MAPS NUMBER 51003CO269D AND 0288D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005 IN ALBEMARLE COUNTY, STATE OF VIRGINIA, WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH THE PREMISES IS SITUATED. THE REMAINDER OF THE PROPERTY IS LOCATED IN AN AREA HAVING A ZONE DESIGNATION OF "X". A LETTER OF MAP REVISION (LOMR) WAS PREPARED BY BOHLER ENGINEERING FOR S.J. COLLINS ENTERPRISES, LLC AND RIVERBEND MANAGEMENT, LLC ON JANUARY 31, 2018 TO UPDATE THE PREVIOUSLY REPORTED FLOOD PLAIN LIMITS AND FLOOD PLAIN LIMITS AND FLOODWAY LOCATED ALONG MOORE'S CREEK, DOWNSTREAM OF THE CONVERGENCE OF MOORE'S CREEK AND BISCUIT RUN, WITHIN THE 5TH STREET COMMERCIAL DEVELOPMENT. THE REVIEW/APPROVAL STATUS OF THE LOMR ARE NOT KNOW. 7.) BEARINGS AND DISTANCES FOR WATERLINE EASEMENTS ARE ANNOTATED ALONG THE CENTERLINE OF SAID EASEMENTS. IT IS THE INTENT OF THESE EASEMENTS TO BE 10' FEET FROM THE CENTER OF THE ASBUILT 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. 8.) PROPERTY SUBJECT TO A STORMWATER MANAGEMENT/BMP MAINTENANCE AGREEMENT RECORDED IN DEED BOOK 4668, PAGE 351. 9.) AS PER THE ALBEMARLE COUNTY OFFICE OF GEOGRAPHIC DATA SERVICES THIS PROPERTY IS WITHIN THE AIRPORT IMPACT AREA (AIA), DAM INUNDATION ZONE, ENTRANCE CORRIDOR, FLOOD HAZARD OVERLY, STEEP SLOPES -MANAGED, AND STEEP SLOPES -PRESERVED DISTRICTS. 10.) THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. le l , \D SURV�% PLAT SHOWING NEW WATER LINE EASEMENT AND REVISED WATER LINE EASEMENTS TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND A NEW STORM DRAINAGE EASEMENT TO BE DEDICATED TO PUBLIC USE ACROSS THE LANDS OF 5TH STREET VENTURES, LLC SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA OCTOBER 9, 2018 DECEMBER 21, 2018 (REVISED) KIRK HUGHES & ASSOCIATES LAND SURVEYORS AND PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902 (434) 296-6942 \SURVEYS\5TH STREET STATION WEGMANS\EASEMENT- ROW\2015147-05.DWG PLOTTED: 3/15/2019 SHEET 1 OF 3 \ COUNTY TMP 76M2-68 F ] �� . — . — —� TMP 0761V11-00-00-002B1 D/E 5TH STREET STATION VENTURES LLC Gam` D.B. 4578, PG. 605 WL/E (PLAT) —..—..� I —..—..—..—.. B . 4814, PG. 522, 531 (P T SS/E Ll EF-ss/Ew GREENWAY PARCEL "B" D. 1.7137 ACRES 9 �o / STORM DRAINAGE 5TH STREET STATION PARKWAY EASEMENT y� � COUNTY TMP 76M2-62 VARIABLE WIDTH R/W LINE TABLE: I D/E D.B. 4814, PG. 522, 531 (PLAT) I I WL/E NORTH i REV-WL/E ' I i SS/E / I WL/E . I I � NEW D/E VIRGINIA GRID NORTH SOUTH ZONE (NAD '830 L7 .�-- - --- 7-1 , WL/E \ S 64'04'31" W 46.94' ��`9� \ \ \ WL/E-VAC . WL/E S 25'06'41" W 24.81' �y I I r �. F \ ' REV-WL/E S 23'21 06"EE 35.91' \ D/E ss/E I i _ i I COUNTY n ] I I Ss/E \---- --- -- . \ SEE DETAIL "B" TMP 76M2-1-C \ ] TMP 076M 1-00-00-00200 J W SHEET \ I ' 5TH STREET STATION VENTURES, LLC I o ' I I \ -n a J D.B. 4578, PG. 605 " . ;� I o \• L. I SEE DETAIL A D.B. 4814, PG. 522, 531 (PLAT) SHEET 3-_„ -I--lWL/E+ I (47.6826 ACRES) I WL/E-VAC WL /E i tJ i L_..�? N 90'00'00'' W 237.00' M ; L WL/E I r REV/E ------ WL/E � N 90'00'00" W 212.09' REV-WL/E1! o \ \ —� 1 SS/E J '� F SS/E � \ — Sao SS/E n l b ,WL/E-VAC --............................ SS/E �e W W I --------------- '] I SITE DETAIL NEW-D/E SCALE: 1" = 1600' o I NEW-WL/E i D/E I o N W N 90'00'00" E 130.03' li SCALE: 1 " = 80' I I,: NO. BEARING DISTANCE L1 S 62'55'42" W 19.17' L2 S 6636'28" W 24.21' L3 S 31' 13'06" E 82.62' L4 S 5846'54" W 17.91' L5 N 76'45'46" W 18.20' L6 N 34'47'27" W 129.90' L7 N 80'53'05" W 21.21' L8 S 54'06'55" W 2.34' L9 S 28*37'10" W 66.05' L10 S 61'22'50" E 54.72' L11 S 49'46'31" E 112.50' L12 S 23'01'51" E 5.02' SEE PLAT RECORDED IN SEE DETAIL "" D.B. 4814, 522, 531 (PLAT) C SHEET 3 - IL- -- J n/F---'.: SHEET 2 OF 3 TMP �' SS/E—�j 076M 1-00-00-00200 J II I WL/E w � of WL/E-VAC �,I I • o II CD — - -cn REV-WL/E- o N 90'00'00" W 212.09' DETAIL "A" SCALE: 1 " = 20' S� o y`>2 � ��3r Aq��F c s RAD=242.50' ARC=2.31' s <L TO D/E �J \ D/E DETAIL "C" SCALE: 1 " = 10' TMP 076M1-00-00-002B1 \ Fs GREENWAY PARCEL "B" �FF� � \ s F � O '.\ \lam \ \ fz\ .\ �� \• \ y y� L5 l � ,oc F �� •. 9 �J DETAIL "B" SCALE: 1 " = 20' SHEET 3 OF 3