HomeMy WebLinkAboutLOD202300006 Correspondence 2023-04-10 (1)CHARLOTTESVILLE
TMP 56-87.1
BOLTON, CONSTANCE
TRUST & SHIRLEY
BOLTON I
WB 2013-163
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ZONE: LI
USE: DIST.
WAREHOUSE
LEGEND
DB DEED BOOK
PG PAGE
FH FIRE HYDRANT
WV WATER VALVE
WM WATER METER
FEE FINISHED FLOOR ELEVATION
UFE UPPER FINISHED FLOOR ELEVATION
BSL BUILDING SETBACK LINE
PSL PARKING SETBACK LINE
PP POWER POLE
SCC STORMWATER CONVEYANCE CHANNEL
WP WALLPACK
--- ULD--- ULTIMATE LIMITS OF DISTURBANCE
--- TP ---- TREE PROTECTION FENCING
--- FHOD--- FLOOD HAZARD OVERLAY DISTRICT
PRESERVED SLOPES PER G1S
v n o MANAGED SLOPES PER GIS
EXISTING TREES TO BE REMOVED
F 3 VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT
1 PARCEL OVERVIEW
-10 SCALE: 1 ° = 50'
TMP 77-21
RIVANNA WATER &
SEWER AUTHORITY
D.B. 3594, Pg. 660
ZONE: LI
USE: DVACANT
i - ==Now
Refer to Sheets
SIGNATURE PANEL
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
'2el
ENGINEER
INSPECTIONS
DEPARTMENT OF FIRE RESCUE
VIRGINIA DEPARTMENT OF TRANSPORTATI ,�
ALBEMARLE COUNTY SERVICE AUTHORITY
TMP 77-38B
RIVANNA WATER &
SEWER AUTHORITY
DB 768-277
DB 616-135, PLAT
ZONE: LI
USE: VACANT
TMP 77-40A
RIVANNA WATER &
SEWER AUTHORITY
DB 565-288
OB 331-654, PLAT
ZONE: LI
USE: VACANT
SDP 202000029
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MAJOR SITE PLAN AMENDMENT FOR
WO"OLEN MILLS LIGHT INDUSYQLIAL PARKZ� 6
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TAX MAP 77, PARCEL 40B FF��
SCOTTSVILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA L
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Purpose of This Amendment
1. The
purpose of this Amendment to
SDP201800065 is to create
Phase 2, which includes revised buildings, roads, and utilities.
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The
Intersection of Ford Road and
Moores Creek Lane has
not
been revised.
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2. The
existing easements recorded in
DB 5210-304 will have
to
be revised prior to approval of this amendment. New easements
were
recorded in DB __I PG
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3. The
only plans from SDP201600076
that are not amended
by
this amendment are SP8 and SP18. These sheets are shown on
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C-401 and C-402 for reference purposes only.
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SITE DATA
SITE PLAN NUMBER:
SDP201600076, SDP201800065
ZMA NUMBER:
ZMA201800017
WPO PLAN NUMBER:
WP0201600072
LEGAL REFERENCE:
TM 77, PARCEL 40B
RECORDED PLATS & DEEDS:
DB 5210-304, DB 4796-325, DB 4673-132, DB 4190-637, DB 4935-90, DB 4797-416, DB 676-326, DB 4893-401, DB 4797-428,
DB 4796-325, DB 4452-283, DB 4111-180, DB 3088-272, DB 2797-29, DB 2797-623, DB 1751-156, DB 900-440, DB 274-70 DB 5198-30, DB 5198-45,
DB 5177-1
OWNER/APPLICANT:
ELEMENTAL ECOTECH, INC.
809 BOLLING AVE, UNIT C
CHARLOTTESVILLE, VA 22902
MAGISTERIAL DISTRICT:
SCOTTSVILLE
ZONING DISTRICT:
LI - LIGHT INDUSTRY, FLOOD HAZARD, STEEP SLOPES (MANAGED AND PRESERVED)
PROPOSED USE:
USE OF EACH BUILDING SHALL BE BY -RIGHT LI PER SECTION 18.26.2 OF THE ALBEMARLE ZONING ORDINANCE.
PARCEL AREA:
14.06 ACRES
PARCEL ADDRESS:
NOT ASSIGNED
SOURCE OF BOUNDARY:
PLAT RECORDED IN DB 4893, PG 401
SOURCE OF TOPOGRAPHY:
TOPOGRAPHIC SURVEY PERFORMED BY DRAPER ADEN, DATED FEBRUARY 20, 2015
OFFSITE TOPOGRAPHY FROM ALBEMARLE COUNTY GIs DATA.
TOPOGRAPHY WAS VISUALLY VERIFIED BY TIMOTHY MILLER ON MARCH 20, 2018.
FLOODPLAIN:
PORTION OF PARCEL IS IN ZONE X AS SHOWN ON FEMA MAP NO. 51003CO289D, EFFECTIVE DATE FEBRUARY 4, 2005, AND MAP
REVISION DATED FEBRUARY 6, 2017. 100-YEAR FLOOD ELEVATION IS 324.00.
SWM VOLUME CONTROL:
AREA OF DEVELOPMENT IS LESS THAN 1% OF TOTAL DRAINAGE AREA,
SWM WATER QUALITY:
CONSERVED OPEN SPACE AND PURCHASE OF NUTRIENT CREDITS.
PUBLIC WATER SUPPLY:
THIS PARCEL IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED.
BUILDING SETBACK:
FRONT MINIMUM: 10' FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE
RIGHT-OF-WAY.
FRONT MAXIMUM: NONE
SIDE AND REAR MINIMUM: PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF
THE BUILDING CODE.
SIDE AND REAR MAXIMUM: NONE
IF THE ABUTTING LOT IS ZONED RESIDENTIAL, RURAL AREAS, OR THE MONTICELLO HISTORIC DISTRICT: (i) NO PORTION OF ANY
STRUCTURE, EXCLUDING SIGNS, SHALL BE LOCATED CLOSER THAN 50 FEE FROM THE DISTRICT BOUNDARY; AND (ii) NO PORTION
OF ANY OFF-STREET PARKING SPACE SHALL BE LOCATED CLOSER THAN 30 FEET FROM THE DISTRICT BOUNDARY.
BUILDING STEPBACK:
FRONT: FOR EACH STORY THAT THAT BEGINS,r--ABOVE 40' IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS,
THE MINIMUM STEPBACK SHALL BE 15'.
SIDE AND REAR: NONE
BUILDING HEIGHTS:
MAXIMUM STRUCTURE HEIGHT: 65'
THE MINIMUM STEPBACK REQUIREMENTS FOR ANY STORY THAT BEGIN ABOVE FORTY (40) FEET IN HEIGHT OR FOR EACH STORY
ABOVE THE THIRD STORY, WHICHEVER IS LESS, IN HEIGHT SHALL BE AS PROVIDED IN SECTION 4.20.
FLOOR AREA RATIO:
TOTAL BUILDING FOOTPRINT AREA: 145,413 SQ. FT. TOTAL PARCEL AREA: 612,629 SQ. FT. 145413 SF / 612,609 SF = 0.24 FAR
PARKING SETBACK:
FRONT MINIMUM (OFF-STREET PARKING AND LOADING SPACES): 10' FROM ANY PUBLIC STREET RIGHT-OF-WAY.
PARKING:
--
__________ i �
REQUIRED. ONE (1) SPACE PER; EMPLOYEE ON THE LARGEST SHIFT PLUS ONE (1) SPACE PER FIVE HUNDRED (500) SQ.
FT. OPEN TO THE PUBLIC
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FOR CUSTOMER PARKING BUT IN ALL CASES A MINIMUM OF TWO (2) CUSTOMER PARKING SPACES.
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ONE (1) LOADING SPACE IS REQUIRED FOR THE FIRST 10000 SF OF INDUSTRIAL FLOOR AREA AND ONE (1)
ADDITIONAL SPACE FOR
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EACH ADDITIONAL 20,000 SF.
PROVIDED: PARKING REQUIREMENTS FOR EACH BUILDING WILL BE DETERMINED WHEN ZONING APPLICATION IS SUBMITTED
FOR APPROVAL.
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97 PARKING SPACES ARE PLANNED INCLUDING 10 HANDICAPPED ACCESSIBLE SPACES.
8 LOADING SPACES ARE PROVIDED TO SERVICE A TOTAL OF 150,000 SF OF INDUSTRIAL FLOOR AREA
ANY ADDITIONAL PARKING SHALL BE PROVIDED WITHIN BUILDING FOOTPRINTS AND ADDRESSED DURING ZONING
PERMIT PROCESS IF ANY
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SITE PARKING IS NEEDED THEN A SITE PLAN AMENDMENT WILL BE SUBMITTED FOR APPROVAL.
CURVE
IARC LENGTH
IDELTA ANGLE
CHORD BEARING
CHORD LENGTH
CI
58.94'
408.40:
816'07"
S 2P39'S4" W
58.89'
C2
1123.70
408.40'
17'21'J4"
S 09.28'05 W
123.22'
C3
11110A'
365.25'
69°!i'08"
N 34'45'24" W
4/4.73'
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Submittal Type
Reviewed and Approved by the
SHEET INDEX FOR SDP202000029
C-100.........
COVERSHEET
C-101 ........
EXISTING CONDITIONS & DEMOLITION PLAN
C-102 ........
EXISTING CONDITIONS & DEMOLITION PLAN
C-200 ........
SITE PLAN
C-201 ........
SITE PLAN
C-202 ........
GRADING PLAN
C-203 ........
GRADING PLAN
C-204 ........
UTILITY PLAN
C-205 ........
UTILITY PLAN
C-206 ........
LANDSCAPE PLAN
C-207 ........
LANDSCAPE PLAN
C-300 ........
STORM SEWER DRAINAGE AREAS
C-301 ........
STORM PROFILES & DRAINAGE CALCULATIONS
C-302 ........
UTILITY PROFILES
C-303 ........
UTILITY DETAILS
C-304 ........
ROAD PLAN, TYPICAL SECTIONS, & TRUCK ROUTINGS
C-305 ........
ROAD PROFILES & SIGHT DISTANCE
C-306 ........
SITE DETAILS
C-400 ........
EASEMENT PLAT
C-401 ........
EASEMENT PLAT
C-402 ........
EASEMENT PLAT
C-403 ........
APPROVED MAINTENANCE OF TRAFFIC PLAN
C-404 ........
APPROVED SITE DISTANCE PROFILE
C-405 ........
LIGHTING PLAN
C-406 ........
APPROVED APPLICATION PLAN FOR ZMA 201800017
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MANAGED SLOPES
1. THE DEVELOPER IS PROPOSING TO DISTURB PORTIONS OF THE MANAGED SLOPES ON THE PROPERTY. FOR THESE LOCATIONS THE DISTURBANCE IS BY -RIGHT AND
THE DEVELOPER WILL ADHERE TO THE DESIGN REQUIREMENTS OF 30.7.5. o 0 0 .-.
2. A 19,645 SQ. FT. AREA OF PRESERVED SLOPES WAS REZONED TO MANAGED SLOPES AS SHOWN ON SHEET C-406 PER ZMA 201800017. F �
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PRESERVED SLOPES
1. THERE ARE THREE LOCATIONS WHERE THE DEVELOPER IS PROPOSING TO DISTURB PRESERVED SLOPES. THE DISTURBANCE IN EACH LOCATION IS BY -RIGHT PER
30.7.4.8.1.(C), WHICH ALLOWS DISTURBANCE OF PRESERVED SLOPES FOR THE INSTALLATION OF PUBLIC FACILITIES. ALL FOUR CROSSINGS WILL BE COMPETED AS
CLOSE AS PRACTICABLE TO PERPENDICULAR TO THE SLOPE, AND WILL BE CLEARED TO THE MINIMUM EXTENT POSSIBLE TO INSTALL THE UTILITY AS DIRECTED BY
ORDINANCE. z
A. STORM STRUCTURES 2. 3. &4: INSTALL PUBLIC STORM SEWER ACROSS PRESERVED SLOPES LOCATED AT THE LOW POINT OF THE SITE. THERE IS NO o
OTHER VIABLE OPTION TO ROUTE THE RUN-OFF TO MOORES CREEK, WHICH IS WHERE THE RUN-OFF CURRENTLY FLOWS, E"
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B. STORMWATER CONVEYANCE CHANNEL SCC-2: INSTALL PUBLIC STORM CHANNEL ACROSS PRESERVED SLOPES TO ROUTE RUNOFF FROM FRANKLIN STREET P4
ALONG MOORES CREEK LANE THEN TO MOORES CREEK. THE RUNOFF CURRENT FLOWS ACROSS MOORES CREEK LANE, WHICH IS CREATES A HAZARDOUS U E- E. E, E.
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CONDITION DURING HEAVY RAIN EVENTS. THIS INSTALLATION IS REQUIRED TO CORRECT THE CURRENT HAZARDOUS CONDITION. Q
C. SANITARY SEWER A. B. & C: INSTALL PUBLIC SANITARY SEWER ACROSS PRESERVED SLOPES THAT ARE LOCATED ALONG MOORES CREEK LANE. THERE IS NO o o Io 0
OTHER VIABLE OPTION TO GET THE PROPOSED PUBLIC SANITARY SEWER CONNECTION TO THE EXISTING SANITARY SEWER MANHOLE LOCATED ON THE OTHER U " U U
SIDE OF MOORES CREEK LANE. F i~
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SHEET INDEX FOR SDP201800065
C-100......... (AMENDED)
C-101 ........ (AMENDED)
C-200 ........ SITE PLAN (AMENDED)
C-201 ........ GRADING PDrh'*F (AMENDED)
C-202 ........ UTT bfTY %AN (AMENDED)
C-203 ........ (AMENDED)
C-300 ........ UT1:442l PROFILES -& 9%kl[R�A^GE GAceULAz ONS (AMENDED)
C-301........ (AMENDED)
C-302 ........ n, a_ RE)F r r SITE n (AMENDED)
C-400 ........ EkSEhffiNT PEAT (AMENDED)
C-401 ........ APPROVED MAINTENANCE OF TRAFFIC PLAN
C-402 ......... APPROVED SITE DISTANCE PROFILE
C-403 ......... LIGHTING PLAN
Land Use Table
Description
Pre -Development
%
Post -Development
%
Buildings
0
0.0%
73,084
11.9%
Paved
18,300
3.0%
130,781
21.4%
Pervious
594,228
97.0%
408,663
66.7%
Total
612,528
100.0%
612,528
100.0%
SHEET INDEX FOR SDP201600076
SPI......... 198VERSHEET (AMENDED)
SP2 ........ 'BLS (AMENDED)
SP3 ........ (AMENDED)
SP4........ LAYOUT PLAN (AMENDED)
SP5 ........ GANG PL,VF (AMENDED)
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(AMENDED)
SP7 ........ LPL ei (AMENDED)
SP8 ........ SIGHT DISTANCE PROFILES
SP9 ........ ROAD PROFILES (AMENDED)
SP 10 ....... (AMENDED)
SPII ...... S" R:R nvSEWER PROFILES
ES (AMENDED)
SP 12 ....... (AMENDED)
SP 13 ...... (AMENDED)
SP14..... DETAIES (AMENDED)
SP15.... DE=FA-IES (AMENDED)
SP16..... AeSADETAIL (AMENDED)
SP 17 .... STORM SEWERDRAINAGEAREkS (AMENDED)
SPI8 ..... MAINTENANCE OF TRAFFIC PLAN
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Cor1�lp
2 VICINITY MAP
c-1D SCALE: 1 "= 2000'
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SHEET NO.
C-100
SHEET I of 25